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    Aufa Razzqia MF - 1931340006 - 03

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    rahadewi
    This document contains 25 rows of data with information about irisan (slice number), width (b), height (h), unit weight (γ), total weight (W), angle (α), and soil properties (φ, u, β, c') for analyzing slope stability using the Bishop Simplified and Janbu methods. Values include forces, stresses, geometry, and soil parameters needed to calculate safety factors using these analytical methods.

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    © All Rights Reserved
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    Aufa Razzqia MF - 1931340006 - 03

    Uploaded by

    rahadewi
    30 views81 pages
    This document contains 25 rows of data with information about irisan (slice number), width (b), height (h), unit weight (γ), total weight (W), angle (α), and soil properties (φ, u, β, c') for analyzing slope stability using the Bishop Simplified and Janbu methods. Values include forces, stresses, geometry, and soil parameters needed to calculate safety factors using these analytical methods.

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    Original Title

    AUFA RAZZQIA MF_1931340006_03

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    This document contains 25 rows of data with information about irisan (slice number), width (b), height (h), unit weight (γ), total weight (W), angle (α), and soil properties (φ, u, β, c') for analyzing slope stability using the Bishop Simplified and Janbu methods. Values include forces, stresses, geometry, and soil parameters needed to calculate safety factors using these analytical methods.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    30 views81 pages

    Aufa Razzqia MF - 1931340006 - 03

    Uploaded by

    rahadewi
    This document contains 25 rows of data with information about irisan (slice number), width (b), height (h), unit weight (γ), total weight (W), angle (α), and soil properties (φ, u, β, c') for analyzing slope stability using the Bishop Simplified and Janbu methods. Values include forces, stresses, geometry, and soil parameters needed to calculate safety factors using these analytical methods.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 81

    FK METODE BISHOP SIMP

    irisan b (m) h (m) γ (kN) W (kN) α (°) ϕ


    1 9.16041 9.16041 13.82191627852 1159.84 0 28
    2 9.16041 9.16041 21.643578344188 1816.18 0 28
    3 9.16041 9.16041 31.625570268258 2653.8 0 28
    4 9.16041 9.16041 40.642873853639 3410.47 0 28
    5 9.16041 916041 0.0005160254374 4330.13 0 28
    6 9.16041 9.16041 60.758562242255 5098.44 0 28
    7 8.1458 8.07929 87.551289178863 5761.95 7.32694 28
    8 8.18503 8.07929 98.511352675078 6514.48 9.21982 28
    9 8.23396 8.07929 99.298077651682 6605.76 11.1229 28
    10 8.2931 8.07929 111.11802645792 7445.17 13.0385 28
    11 8.36309 8.07929 124.32706620648 8400.51 14.9691 28
    12 8.44473 8.07929 133.47521637779 9106.67 16.9173 28
    13 8.53898 8.07929 139.47041620243 9621.91 18.8859 28
    14 6.43466 6.02238 197.71873421073 7661.99 20.6214 28
    15 10.8714 10.0346 122.38318442271 13350.8 22.6274 29
    16 11.0876 10.0346 115.62504647014 12864.4 25.1727 29
    17 11.341 10.0346 106.54608469738 12125.2 27.7725 29
    18 11.6385 10.0346 96.545276280873 11275.3 30.4361 29
    19 16.4574 13.6929 63.187617229814 14239.3 33.693 29
    20 12.3878 9.88852 73.286769550289 8977.41 37.0367 30
    21 12.9025 9.88852 56.840595599934 7252.1 39.9683 30
    22 13.5279 9.88852 39.759466476006 5318.66 43.032 30
    23 12.2313 8.49383 28.230662671475 2932.9 46.0179 27
    24 12.9297 8.49383 12.114074030072 1330.4 48.9345 27
    25 6.17449 3.87325 4.6228062957554 110.556 51.1489 29
    FK METODE BISHOP SIMPLIFIED
    u (kPa) β (m) u.β ᴄ' (kPa) c'.β (kN) cos α sin α
    0 9.16041 0 300 2748.123 1 0
    0 9.16041 0 300 2748.123 1 0
    0 9.16041 0 300 2748.123 1 0
    0 9.16041 0 300 2748.123 1 0
    0 9.16041 0 300 2748.123 1 0
    0 9.16041 0 300 2748.123 1 0
    0 8.21286139515 0 300 2463.858418546 0.991834588224 0.1275309750731
    0 8.29215721465 0 300 2487.647164395 0.987080899231 0.1602226524988
    0 8.39159067395 0 300 2517.477202186 0.98121563836 0.1929141545815
    0 8.51256509173 0 300 2553.76952752 0.974218688566 0.2256057331916
    0 8.6568581557 0 300 2597.057446711 0.966065268667 0.2582980771814
    0 8.82669862849 0 300 2648.009588548 0.956725765253 0.2909910825119
    0 9.02483140638 0 300 2707.449421915 0.946165043478 0.3236845848984
    0 6.87516518914 0 350 2406.307816198 0.935928057433 0.3521912425223
    0 11.7779954941 0 300 3533.398648237 0.923026333762 0.3847367764884
    0 12.2510879969 0 300 3675.326399068 0.905029822887 0.4253481158829
    0 12.8175174785 0 300 3845.255243551 0.884804722835 0.4659620182469
    0 13.4986917456 0 300 4049.607523683 0.862194664441 0.5065771023341
    0 19.7800081242 0 355 7021.902884099 0.832021902956 0.5547427809368
    0 15.5186998299 0 170 2638.178971089 0.79824986215 0.6023264543226
    0 16.8352044156 0 170 2861.984750649 0.766399960553 0.6423636823986
    0 18.5067106133 0 170 3146.140804268 0.730972687834 0.6824067186369
    0 17.6133469287 0 220 3874.936324311 0.694433604784 0.7195567861862
    0 19.6822640452 0 220 4330.098089939 0.656921377049 0.7539590866725
    0 9.84298347609 0 350 3445.044216632 0.627298624954 0.7787788101448
    FK LAMA 2.547
    tan φ N (kN) Gaya Penahan Gaya Penggerak
    0.5317094316615 1159.84 3364.82086721825 0
    0.5317094316615 1816.18 3713.80303559494 0
    0.5317094316615 2653.8 4159.17348974323 0
    0.5317094316615 3410.47 4561.50206539852 0
    0.5317094316615 4330.13 5050.49396132032 0
    0.5317094316615 5098.44 5459.01163476015 0
    0.5317094316615 5349.000733735 5307.97255863707 734.827101822418
    0.5317094316615 5992.87580694 5674.11575372121 1043.76726525061
    0.5317094316615 5991.359342558 5703.13947309771 1274.34460576831
    0.5317094316615 6725.661171865 6129.86700675986 1679.67303658632
    0.5317094316615 7578.226442487 6626.47192144743 2169.83558034332
    0.5317094316615 8192.968701781 7004.28832059196 2649.95976137819
    0.5317094316615 8627.039451986 7294.52766585155 3114.46394428013
    0.5317094316615 6750.707278319 5995.72254646567 2698.48577829328
    0.5543090514528 11910.88473867 10135.7098696932 5136.54375554146
    0.5543090514528 11328.30335505 9954.70748637202 5471.84830196425
    0.5543090514528 10477.91579205 9653.25880744486 5649.88266364756
    0.5543090514528 9485.255061769 9307.37025975952 5711.80880194823
    0.5543090514528 10856.920455 13039.9921632062 7899.1488805931
    0.5773502691896 7903.817617941 7201.45020043294 5407.33153429989
    0.5773502691896 5935.970836972 6289.1191112767 4658.48566112309
    0.5773502691896 3581.186478619 5213.73978171672 3629.48931814517
    0.5095254494944 172.5508746318 3962.85538626852 2110.38809820555
    0.5095254494944 -2394.69639299 3109.9393339002 1003.06716890913
    0.5543090514528 -3228.43484991 1655.49355730224 86.0986701343674
    TOTAL 155568.546257981 62129.4499282344
    FK BARU 2.50394211501435
    FK METODE JANBU
    irisan b (m) h (m) γ (kN) W (kN) α (°)
    1 0.153924 0.151809 19.8757237004917 0.464437 -9.50855
    2 10.6124 10.6124 12.7497897371505 1435.92 0
    3 10.6124 10.6124 20.7869555795209 2341.09 0
    4 10.6124 10.6124 31.3644543400196 3532.36 0
    5 10.6124 10.6124 39.9341045064031 4497.5 0
    6 10.6124 10.6124 49.7158513056202 5599.15 0
    7 10.6124 10.6124 67.446149747547 7595.99 0
    8 10.6124 10.6124 80.3374735871615 9047.85 0
    9 9.92966 9.75535 95.6161591161942 9262.08 10.7516
    10 10.0238 9.75535 108.226483560422 10583 13.289
    11 10.1411 9.75535 119.364221176704 11808.7 15.8532
    12 10.284 9.75535 126.135297166931 12654.4 18.4505
    13 10.4556 9.75535 132.369213528199 13501.4 21.0877
    14 5.64728 5.19312 247.631170185428 7262.28 23.1354
    15 9.88114 8.94732 138.337727868563 12230.4 25.11
    16 10.1009 8.94732 128.691267409377 11630.6 27.6509
    17 10.3579 8.94732 118.520066473545 10983.9 30.2525
    18 10.6594 8.94732 107.031269621172 10207.9 32.9252
    19 15.2952 12.3385 68.1491729147702 12861.1 36.2258
    20 11.536 8.88375 78.6523103259918 8060.52 39.638
    21 12.0766 8.88375 60.7552771678146 6518.16 42.6407
    22 12.7419 8.88375 42.2941284997349 4787.52 45.7968
    23 11.58 7.61399 29.9304737925826 2638.97 48.8898
    24 12.3486 7.61399 12.7516805550831 1198.94 51.9327
    25 5.89938 3.44645 4.86637802797837 98.9428 54.2532
    FK METODE JANBU SIMPLIFIED
    ϕ u (kPa) β (m) u.β ᴄ' (kPa) c'.β (kN) cos α
    28 0 0.15606822743 0 300 46.820468228719 0.9862609612194
    28 0 10.6124 0 300 3183.72 1
    28 0 10.6124 0 300 3183.72 1
    28 0 10.6124 0 300 3183.72 1
    28 0 10.6124 0 300 3183.72 1
    28 0 10.6124 0 300 3183.72 1
    28 0 10.6124 0 300 3183.72 1
    28 0 10.6124 0 300 3183.72 1
    28 0 10.107088024 0 300 3032.1264071927 0.9824451886087
    28 0 10.2995919552 0 300 3089.8775865662 0.9732230212207
    28 0 10.5420701422 0 300 3162.6210426557 0.9619647624444
    28 0 10.8412690614 0 300 3252.3807184161 0.9485974328068
    28 0 11.2060609862 0 300 3361.8182958684 0.9330307958211
    28 0 6.14115862346 0 350 2149.4055182105 0.9195789176375
    29 0 10.9124211012 0 300 3273.7263303461 0.9054947484528
    29 0 11.4032458976 0 300 3420.9737692799 0.8857916500885
    29 0 11.9908981777 0 300 3597.2694533239 0.8638135230956
    29 0 12.6991217209 0 300 3809.7365162678 0.8393808827317
    29 0 18.9603426119 0 355 6730.9216272304 0.8066942835931
    30 0 14.980061084 0 170 2546.6103842745 0.7700903177455
    30 0 16.4169874403 0 170 2790.8878648585 0.7356160832725
    30 0 18.2756827791 0 170 3106.8660724463 0.697205141609
    27 0 17.6119158469 0 220 3874.6214863175 0.6575093874321
    27 0 20.0273553433 0 220 4406.0181755369 0.6165866530201
    29 0 10.0981448056 0 350 3534.3506819509 0.5842043378843
    FK Lama 2.434
    sin α tan φ N (kN) Gaya Penahan Gaya Penggerak
    -0.1651947831335 0.531709431661 8.62887634868 51.4085231679535 -0.0767225694942
    0 0.531709431661 1435.92 3947.21220711135 0
    0 0.531709431661 2341.09 4428.49963336837 0
    0 0.531709431661 3532.36 5061.90912802374 0
    0 0.531709431661 4497.5 5575.0831688975 0
    0 0.531709431661 5599.15 6160.84086428737 0
    0 0.531709431661 7595.99 7222.57952580628 0
    0 0.531709431661 9047.85 7994.54718125831 0
    0.1865514711267 0.531709431661 8499.27035674 7551.26861811214 1727.85464969307
    0.2298628960186 0.531709431661 9646.66509755 8219.10040301356 2432.63902856522
    0.2731735635365 0.531709431661 10712.9302295 8858.78708639198 3225.82465973351
    0.3164852452679 0.531709431661 11422.5038153 9325.83373021707 4004.93088771781
    0.3597965175616 0.531709431661 12150.5350414 9822.37237710658 4857.75670220572
    0.3929053502267 0.531709431661 6383.23736133 5543.43302776451 2853.388666844
    0.4243574678551 0.554309051453 10818.0607208 9270.27530707754 5190.06157485528
    0.4640831311666 0.554309051453 10129.2851388 9035.72820646276 5397.56526534678
    0.5038116685004 0.554309051453 9372.60064366 8792.58682575544 5533.81698564111
    0.5435436815055 0.554309051453 8448.33394402 8492.72449113176 5548.43954644032
    0.5909689778814 0.554309051453 9437.51336379 11962.2207079837 7600.51112143057
    0.6379348732548 0.57735026919 6984.89174633 6579.33951427588 5142.08680456777
    0.6773986846982 0.57735026919 5163.04130638 5771.77115293243 4415.39301065223
    0.7168716694877 0.57735026919 2952.20470795 4811.32225528551 3432.03745510556
    0.753446352064 0.509525449494 -343.88856792 3699.40150917085 1988.32231970646
    0.7872870501396 0.509525449494 -2904.8841132 2925.90579201817 943.909935894347
    0.8116066113563 0.554309051453 -3601.3381105 1538.09636997434 80.3026306260994
    TOTAL 162642.247606595 64374.7645224564
    FK Baru 2.52649075787857
    FK METODE SP
    irisan b (m) h (m) γ (kN) W (kN) α (°) ϕ
    1 9.16041 9.16041 13.82191627852 1159.84 0 28
    2 9.16041 9.16041 21.6435783441875 1816.18 0 28
    3 9.16041 9.16041 31.6255702682579 2653.8 0 28
    4 9.16041 9.16041 40.6428738536384 3410.47 0 28
    5 9.16041 9.16041 51.6025437431953 4330.13 0 28
    6 9.16041 9.16041 60.7585622422552 5098.44 0 28
    7 8.1458 8.07929 87.5512891788627 5761.95 7.32694 28
    8 8.18503 8.07929 98.5113526750784 6514.48 9.21982 28
    9 8.23396 8.07929 99.298077651682 6605.76 11.1229 28
    10 8.2931 8.07929 111.118026457918 7445.17 13.0385 28
    11 8.36309 8.07929 124.327066206475 8400.51 14.9691 28
    12 8.44473 8.07929 133.475216377792 9106.67 16.9173 28
    13 8.53898 8.07929 139.470416202427 9621.91 18.8859 28
    14 6.43466 6.02238 197.718734210728 7661.99 20.6214 28
    15 10.8714 10.0346 122.383184422713 13350.8 22.6274 29
    16 11.0876 10.0346 115.625046470134 12864.4 25.1727 29
    17 11.341 10.0346 106.546084697375 12125.2 27.7725 29
    18 11.6385 10.0346 96.5452762808727 11275.3 30.4361 29
    19 16.4574 13.6929 63.1876172298139 14239.3 33.693 29
    20 12.3878 9.88852 73.2867695502893 8977.41 37.0367 30
    21 12.9025 9.88852 56.8405955999341 7252.1 39.9683 30
    22 13.5279 9.88852 39.7594664760056 5318.66 43.032 30
    23 12.2313 8.49383 28.2306626714753 2932.9 46.0179 27
    24 12.9297 8.49383 12.1140740300715 1330.4 48.9345 27
    25 6.17449 3.87325 46.2280629575535 1105.56 51.1489 29
    FK METODE SPENCER
    u (kPa) β (m) u.β ᴄ' (kPa) c'.β (kN) cos α
    0 9.16041 0 300 2748.123 1
    0 9.16041 0 300 2748.123 1
    0 9.16041 0 300 2748.123 1
    0 9.16041 0 300 2748.123 1
    0 9.16041 0 300 2748.123 1
    0 9.16041 0 300 2748.123 1
    0 8.21286139515298 0 300 2463.858418546 0.991834588224
    0 8.29215721465031 0 300 2487.647164395 0.987080899231
    0 8.39159067395493 0 300 2517.477202186 0.98121563836
    0 8.512565091733 0 300 2553.76952752 0.974218688566
    0 8.65685815570285 0 300 2597.057446711 0.966065268667
    0 8.82669862849203 0 300 2648.009588548 0.956725765253
    0 9.02483140638392 0 300 2707.449421915 0.946165043478
    0 6.87516518913583 0 350 2406.307816198 0.935928057433
    0 11.7779954941224 0 300 3533.398648237 0.923026333762
    0 12.251087996892 0 300 3675.326399068 0.905029822887
    0 12.8175174785023 0 300 3845.255243551 0.884804722835
    0 13.4986917456096 0 300 4049.607523683 0.862194664441
    0 19.7800081242216 0 355 7021.902884099 0.832021902956
    0 15.5186998299352 0 170 2638.178971089 0.79824986215
    0 16.8352044155823 0 170 2861.984750649 0.766399960553
    0 18.5067106133412 0 170 3146.140804268 0.730972687834
    0 17.6133469286868 0 220 3874.936324311 0.694433604784
    0 19.6822640451781 0 220 4330.098089939 0.656921377049
    0 9.84298347609248 0 350 3445.044216632 0.627298624954
    FK LAMA : 2.544
    sin α tan φ N (kN) Gaya Penahan Gaya Penggerak
    0 0.53170943166148 1159.84 3364.8208672183 0
    0 0.53170943166148 1816.18 3713.803035595 0
    0 0.53170943166148 2653.8 4159.1734897432 0
    0 0.53170943166148 3410.47 4561.5020653985 0
    0 0.53170943166148 4330.13 5050.4939613203 0
    0 0.53170943166148 5098.44 5459.0116347602 0
    0.1275309750731 0.53170943166148 5348.8358486165 5307.8848876643 734.827101822418
    0.1602226524988 0.53170943166148 5992.644191933 5673.9926018372 1043.76726525061
    0.1929141545815 0.53170943166148 5991.0808039033 5702.9913714679 1274.34460576831
    0.2256057331916 0.53170943166148 6725.2954499733 6129.6725489808 1679.67303658632
    0.2582980771814 0.53170943166148 7577.754035337 6626.2207381104 2169.83558034332
    0.2909910825119 0.53170943166148 8192.3919125305 7003.9816363073 2649.95976137819
    0.3236845848984 0.53170943166148 8626.3613830144 7294.1671301843 3114.46394428013
    0.3521912425223 0.53170943166148 6750.1275096075 5995.4142779735 2698.48577829328
    0.3847367764884 0.55430905145277 11909.716672449 10135.062400013 5136.54375554146
    0.4253481158829 0.55430905145277 11327.063893874 9954.0204418256 5471.84830196425
    0.4659620182469 0.55430905145277 10476.645425064 9652.5546315251 5649.88266364756
    0.5065771023341 0.55430905145277 9483.9871182097 9306.667427168 5711.80880194823
    0.5547427809368 0.55430905145277 10855.298342998 13039.093011843 7899.1488805931
    0.6023264543226 0.57735026918963 7902.4564955008 7200.6643560257 5407.33153429989
    0.6423636823986 0.57735026918963 5934.8534439908 6288.4739841381 4658.48566112309
    0.6824067186369 0.57735026918963 3580.4490355383 5213.3140187558 3629.48931814517
    0.7195567861862 0.50952544949443 172.51594497807 3962.837588721 2110.38809820555
    0.7539590866725 0.50952544949443 -2394.16920372 3110.2079502481 1003.06716890913
    0.7787788101448 0.55430905145277 -1979.166327792 2347.9744068068 860.986701343674
    TOTAL 156254.00046363 62904.3379594437
    FK BARY : 2.48399403812774
    SLICE DATA BISHOP SIMPLIFIED
    Slice Number: 1 (bishop simplified)
    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 1159.84 kN
    Frictional Strength: 673,218 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 367,322 kPa
    Shear Stress: 144,226 kPa
    Base Shear Force: 1321.17 kN
    Base Normal Force: 1159.84 kN
    Base Normal Stress: 126,614 kPa
    Effective Normal Stress: 126,614 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 0 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 0 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 1321.17 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1321.17 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1294.9 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 2 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 1816.18 kN
    Frictional Strength: 105,419 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 405,419 kPa
    Shear Stress: 159,185 kPa
    Base Shear Force: 1458.2 kN
    Base Normal Force: 1816.18 kN
    Base Normal Stress: 198,264 kPa
    Effective Normal Stress: 198,264 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 1321.17 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1321.17 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 2779.37 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 2779.37 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1301.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 3 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 2653.8 kN
    Frictional Strength: 154,038 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 454,038 kPa
    Shear Stress: 178,275 kPa
    Base Shear Force: 1633.07 kN
    Base Normal Force: 2653.8 kN
    Base Normal Stress: 289,703 kPa
    Effective Normal Stress: 289,703 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 2779.37 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 2779.37 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 4412.44 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 4412.44 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1306.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 4 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 3410.47 kN
    Frictional Strength: 197,958 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 497,958 kPa
    Shear Stress: 195.52 kPa
    Base Shear Force: 1791.04 kN
    Base Normal Force: 3410.47 kN
    Base Normal Stress: 372,305 kPa
    Effective Normal Stress: 372,305 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 4412.44 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 4412.44 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 6203.48 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 6203.48 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1311.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 5 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 4330.13 kN
    Frictional Strength: 251,339 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 551,339 kPa
    Shear Stress: 216.48 kPa
    Base Shear Force: 1983.04 kN
    Base Normal Force: 4330.13 kN
    Base Normal Stress: 472.7 kPa
    Effective Normal Stress: 472.7 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 6203.48 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 6203.48 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 8186.51 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 8186.51 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1312.89 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 6 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 5098.44 kN
    Frictional Strength: 295,935 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 595,935 kPa
    Shear Stress: 233.99 kPa
    Base Shear Force: 2143.44 kN
    Base Normal Force: 5098.44 kN
    Base Normal Stress: 556,573 kPa
    Effective Normal Stress: 556,573 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 8186.51 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 8186.51 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 10330 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 10330 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1317.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 7 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 81,458 m
    Angle of Slice Base: 732,694 degrees
    Slice Weight: 5761.95 kN
    Frictional Strength: 361,446 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 661,446 kPa
    Shear Stress: 259,712 kPa
    Base Shear Force: 2115.57 kN
    Base Normal Force: 5537.37 kN
    Base Normal Stress: 679,782 kPa
    Effective Normal Stress: 679,782 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 10330 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 10330 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 11722.1 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 11722.1 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,846
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1323.49 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 8 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 818,503 m
    Angle of Slice Base: 921,982 degrees
    Slice Weight: 6514.48 kN
    Frictional Strength: 404,842 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 704,842 kPa
    Shear Stress: 276,752 kPa
    Base Shear Force: 2265.22 kN
    Base Normal Force: 6232.06 kN
    Base Normal Stress: 761,397 kPa
    Effective Normal Stress: 761,397 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 11722.1 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 11722.1 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 12959.5 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 12959.5 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,053
    Y coordinate - Bottom: 1295.94 m
    Y coordinate - Top: 1331.31 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 9 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 823,396 m
    Angle of Slice Base: 111,229 degrees
    Slice Weight: 6605.76 kN
    Frictional Strength: 405,765 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 705,765 kPa
    Shear Stress: 277,114 kPa
    Base Shear Force: 2281.75 kN
    Base Normal Force: 6283.61 kN
    Base Normal Stress: 763,133 kPa
    Effective Normal Stress: 763,133 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 12959.5 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 12959.5 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 13986.2 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 13986.2 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,149
    Y coordinate - Bottom: 1297.25 m
    Y coordinate - Top: 1332.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 10 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 82,931 m
    Angle of Slice Base: 130,385 degrees
    Slice Weight: 7445.17 kN
    Frictional Strength: 453,546 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 753,546 kPa
    Shear Stress: 295,875 kPa
    Base Shear Force: 2453.72 kN
    Base Normal Force: 7073.98 kN
    Base Normal Stress: 852,996 kPa
    Effective Normal Stress: 852,996 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 13986.2 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 13986.2 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 14780.7 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 14780.7 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,132
    Y coordinate - Bottom: 1298.84 m
    Y coordinate - Top: 1337.84 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 11 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 836,309 m
    Angle of Slice Base: 149,691 degrees
    Slice Weight: 8400.51 kN
    Frictional Strength: 507,761 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 807,761 kPa
    Shear Stress: 317,162 kPa
    Base Shear Force: 2652.45 kN
    Base Normal Force: 7986.41 kN
    Base Normal Stress: 954,959 kPa
    Effective Normal Stress: 954,959 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 14780.7 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 14780.7 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 15280.2 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 15280.2 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,999
    Y coordinate - Bottom: 1300.71 m
    Y coordinate - Top: 1345.65 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 12 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 844,473 m
    Angle of Slice Base: 169,173 degrees
    Slice Weight: 9106.67 kN
    Frictional Strength: 545,626 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 845,626 kPa
    Shear Stress: 332,029 kPa
    Base Shear Force: 2803.9 kN
    Base Normal Force: 8665.76 kN
    Base Normal Stress: 1026.17 kPa
    Effective Normal Stress: 1026.17 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 15280.2 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 15280.2 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 15441.1 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 15441.1 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,748
    Y coordinate - Bottom: 1302.87 m
    Y coordinate - Top: 1352.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 13 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 853,898 m
    Angle of Slice Base: 188,859 degrees
    Slice Weight: 9621.91 kN
    Frictional Strength: 571,022 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 871,022 kPa
    Shear Stress: 342,001 kPa
    Base Shear Force: 2920.34 kN
    Base Normal Force: 9170.33 kN
    Base Normal Stress: 1073.94 kPa
    Effective Normal Stress: 1073.94 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 15441.1 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 15441.1 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 15236 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 15236 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,374
    Y coordinate - Bottom: 1305.33 m
    Y coordinate - Top: 1357.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 14 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 28 degrees
    Base Cohesion: 350 kPa
    Slice Width: 602,238 m
    Base Length: 643,466 m
    Angle of Slice Base: 206,214 degrees
    Slice Weight: 7661.99 kN
    Frictional Strength: 601,702 kPa
    Cohesive Strength: 350 kPa
    Shear Strength: 951,702 kPa
    Shear Stress: 373.68 kPa
    Base Shear Force: 2404.5 kN
    Base Normal Force: 7281.7 kN
    Base Normal Stress: 1131.64 kPa
    Effective Normal Stress: 1131.64 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 15236 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 15236 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 14921.8 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 14921.8 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 100,946
    Y coordinate - Bottom: 1308.09 m
    Y coordinate - Top: 1365.42 m
    Phib: 0 degrees
    Base Material: 5

    Slice Number: 15 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 100,346 m
    Base Length: 108,714 m
    Angle of Slice Base: 226,274 degrees
    Slice Weight: 13350.8 kN
    Frictional Strength: 651,202 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 951,202 kPa
    Shear Stress: 373,483 kPa
    Base Shear Force: 4060.29 kN
    Base Normal Force: 12771.7 kN
    Base Normal Stress: 1174.8 kPa
    Effective Normal Stress: 1174.8 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 14921.8 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 14921.8 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 13755.8 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 13755.8 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 100,676
    Y coordinate - Bottom: 1310.36 m
    Y coordinate - Top: 1370.31 m
    Phib: 0 degrees
    Base Material: 6
    Slice Number: 16 (bishop simplified)
    Factor of Safety: 254,684
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 100,346 m
    Base Length: 110,876 m
    Angle of Slice Base: 251,727 degrees
    Slice Weight: 12864.4 kN
    Frictional Strength: 616,843 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 916,843 kPa
    Shear Stress: 359,992 kPa
    Base Shear Force: 3991.45 kN
    Base Normal Force: 12338.4 kN
    Base Normal Stress: 1112.81 kPa
    Effective Normal Stress: 1112.81 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 13755.8 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 13755.8 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 12120.1 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 12120.1 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.997605
    Y coordinate - Bottom: 1314.54 m
    Y coordinate - Top: 1374.23 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 17 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 100,346 m
    Base Length: 11,341 m
    Angle of Slice Base: 277,725 degrees
    Slice Weight: 12125.2 kN
    Frictional Strength: 570,068 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 870,068 kPa
    Shear Stress: 341,626 kPa
    Base Shear Force: 3874.4 kN
    Base Normal Force: 11663.5 kN
    Base Normal Stress: 1028.43 kPa
    Effective Normal Stress: 1028.43 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 12120.1 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 12120.1 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 10113.4 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 10113.4 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.986219
    Y coordinate - Bottom: 1319.26 m
    Y coordinate - Top: 1376.4 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 18 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 100,346 m
    Base Length: 116,385 m
    Angle of Slice Base: 304,361 degrees
    Slice Weight: 11275.3 kN
    Frictional Strength: 518,215 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 818,215 kPa
    Shear Stress: 321,267 kPa
    Base Shear Force: 3739.05 kN
    Base Normal Force: 10880.6 kN
    Base Normal Stress: 934,884 kPa
    Effective Normal Stress: 934,884 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 10113.4 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 10113.4 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 7825.34 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 7825.34 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.972449
    Y coordinate - Bottom: 1324.54 m
    Y coordinate - Top: 1378.56 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 19 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 29 degrees
    Base Cohesion: 355 kPa
    Slice Width: 136,929 m
    Base Length: 164,574 m
    Angle of Slice Base: 33,693 degrees
    Slice Weight: 14239.3 kN
    Frictional Strength: 458,395 kPa
    Cohesive Strength: 355 kPa
    Shear Strength: 813,395 kPa
    Shear Stress: 319,374 kPa
    Base Shear Force: 5256.06 kN
    Base Normal Force: 13609.7 kN
    Base Normal Stress: 826,966 kPa
    Effective Normal Stress: 826,966 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 7825.34 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 7825.34 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 4648.61 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 4648.61 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.952759
    Y coordinate - Bottom: 1330.44 m
    Y coordinate - Top: 1379.65 m
    Phib: 0 degrees
    Base Material: 3

    Slice Number: 20 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 30 degrees
    Base Cohesion: 170 kPa
    Slice Width: 988,852 m
    Base Length: 123,878 m
    Angle of Slice Base: 370,367 degrees
    Slice Weight: 8977.41 kN
    Frictional Strength: 422,761 kPa
    Cohesive Strength: 170 kPa
    Shear Strength: 592,761 kPa
    Shear Stress: 232,744 kPa
    Base Shear Force: 2883.17 kN
    Base Normal Force: 9070.85 kN
    Base Normal Stress: 732,243 kPa
    Effective Normal Stress: 732,243 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 4648.61 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 4648.61 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 1486.48 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1486.48 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.934792
    Y coordinate - Bottom: 1339.57 m
    Y coordinate - Top: 1382.46 m
    Phib: 0 degrees
    Base Material: 2

    Slice Number: 21 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 30 degrees
    Base Cohesion: 170 kPa
    Slice Width: 988,852 m
    Base Length: 129,025 m
    Angle of Slice Base: 399,683 degrees
    Slice Weight: 7252.1 kN
    Frictional Strength: 328,671 kPa
    Cohesive Strength: 170 kPa
    Shear Strength: 498,671 kPa
    Shear Stress: 195.8 kPa
    Base Shear Force: 2526.32 kN
    Base Normal Force: 7345.1 kN
    Base Normal Stress: 569,275 kPa
    Effective Normal Stress: 569,275 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 1486.48 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1486.48 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -1295.58 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1295.58 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.912019
    Y coordinate - Bottom: 1347.03 m
    Y coordinate - Top: 1383.53 m
    Phib: 0 degrees
    Base Material: 2

    Slice Number: 22 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 30 degrees
    Base Cohesion: 170 kPa
    Slice Width: 988,852 m
    Base Length: 135,279 m
    Angle of Slice Base: 43,032 degrees
    Slice Weight: 5318.66 kN
    Frictional Strength: 226,602 kPa
    Cohesive Strength: 170 kPa
    Shear Strength: 396,602 kPa
    Shear Stress: 155,723 kPa
    Base Shear Force: 2106.61 kN
    Base Normal Force: 5309.51 kN
    Base Normal Stress: 392,486 kPa
    Effective Normal Stress: 392,486 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -1295.58 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1295.58 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -3378.96 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 3378.96 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.885669
    Y coordinate - Bottom: 1355.32 m
    Y coordinate - Top: 1384.59 m
    Phib: 0 degrees
    Base Material: 2

    Slice Number: 23 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 27 degrees
    Base Cohesion: 220 kPa
    Slice Width: 849,383 m
    Base Length: 122,313 m
    Angle of Slice Base: 460,179 degrees
    Slice Weight: 2932.9 kN
    Frictional Strength: 107,953 kPa
    Cohesive Strength: 220 kPa
    Shear Strength: 327,953 kPa
    Shear Stress: 128,769 kPa
    Base Shear Force: 1575.01 kN
    Base Normal Force: 2591.45 kN
    Base Normal Stress: 211.87 kPa
    Effective Normal Stress: 211.87 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -3378.96 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 3378.96 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -4149.92 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 4149.92 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.838389
    Y coordinate - Bottom: 1364.55 m
    Y coordinate - Top: 1385.66 m
    Phib: 0 degrees
    Base Material: 4

    Slice Number: 24 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 27 degrees
    Base Cohesion: 220 kPa
    Slice Width: 849,383 m
    Base Length: 129,297 m
    Angle of Slice Base: 489,345 degrees
    Slice Weight: 1330.4 kN
    Frictional Strength: 238,226 kPa
    Cohesive Strength: 220 kPa
    Shear Strength: 243,823 kPa
    Shear Stress: 957,353 kPa
    Base Shear Force: 1237.83 kN
    Base Normal Force: 604,523 kN
    Base Normal Stress: 467,545 kPa
    Effective Normal Stress: 467,545 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -4149.92 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 4149.92 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -3792.55 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 3792.55 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.80776
    Y coordinate - Bottom: 1373.35 m
    Y coordinate - Top: 1386.57 m
    Phib: 0 degrees
    Base Material: 4

    Slice Number: 25 (bishop simplified)


    Factor of Safety: 254,684
    Base Friction Angle: 29 degrees
    Base Cohesion: 350 kPa
    Slice Width: 387,325 m
    Base Length: 617,449 m
    Angle of Slice Base: 511,489 degrees
    Slice Weight: 110,556 kN
    Frictional Strength: -619,971 kPa
    Cohesive Strength: 350 kPa
    Shear Strength: 288,003 kPa
    Shear Stress: 113,082 kPa
    Base Shear Force: 698,226 kN
    Base Normal Force: -690.59 kN
    Base Normal Stress: -111,846 kPa
    Effective Normal Stress: -111,846 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -3792.55 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 3792.55 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 0 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 0 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.796796
    Y coordinate - Bottom: 1383.1 m
    Y coordinate - Top: 1387.49 m
    Phib: 0 degrees
    Base Material: 1
    SLICE DATA JANBU
    Slice Number: 1 (janbu simplified)
    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 0.515969 m
    Base Length: 0.522961 m
    Angle of Slice Base: -937,945 degrees
    Slice Weight: 535,742 kN
    Frictional Strength: 169,577 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 316,958 kPa
    Shear Stress: 130,223 kPa
    Base Shear Force: 681,013 kN
    Base Normal Force: 166,787 kN
    Base Normal Stress: 318,928 kPa
    Effective Normal Stress: 318,928 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 0 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 0 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 699,073 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 699,073 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.95103
    Y coordinate - Bottom: 1294.99 m
    Y coordinate - Top: 1294.99 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 2 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 1470.46 kN
    Frictional Strength: 748,814 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 374,881 kPa
    Shear Stress: 154,021 kPa
    Base Shear Force: 1608.17 kN
    Base Normal Force: 1470.46 kN
    Base Normal Stress: 140,832 kPa
    Effective Normal Stress: 140,832 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 699,073 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 699,073 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 1678.03 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1678.03 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1295.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 3 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 2317.6 kN
    Frictional Strength: 118,021 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 418,021 kPa
    Shear Stress: 171,745 kPa
    Base Shear Force: 1793.23 kN
    Base Normal Force: 2317.6 kN
    Base Normal Stress: 221,966 kPa
    Effective Normal Stress: 221,966 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 1678.03 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1678.03 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 3471.22 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 3471.22 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1301.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 4 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 3475.84 kN
    Frictional Strength: 177,003 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 477,003 kPa
    Shear Stress: 195,977 kPa
    Base Shear Force: 2046.25 kN
    Base Normal Force: 3475.84 kN
    Base Normal Stress: 332,895 kPa
    Effective Normal Stress: 332,895 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 3471.22 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 3471.22 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 5517.42 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 5517.42 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1306.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 5 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 4401.54 kN
    Frictional Strength: 224,144 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 524,144 kPa
    Shear Stress: 215,345 kPa
    Base Shear Force: 2248.48 kN
    Base Normal Force: 4401.54 kN
    Base Normal Stress: 421,553 kPa
    Effective Normal Stress: 421,553 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 5517.42 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 5517.42 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 7765.83 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 7765.83 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1311.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 6 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 5460.23 kN
    Frictional Strength: 278,056 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 578,056 kPa
    Shear Stress: 237,495 kPa
    Base Shear Force: 2479.75 kN
    Base Normal Force: 5460.23 kN
    Base Normal Stress: 522,948 kPa
    Effective Normal Stress: 522,948 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 7765.83 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 7765.83 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 10245.5 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 10245.5 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1317.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 7 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 7352.43 kN
    Frictional Strength: 374,414 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 674,414 kPa
    Shear Stress: 277,084 kPa
    Base Shear Force: 2893.1 kN
    Base Normal Force: 7352.43 kN
    Base Normal Stress: 704,171 kPa
    Effective Normal Stress: 704,171 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 10245.5 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 10245.5 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 13138.6 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 13138.6 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1322.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 8 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 104,413 m
    Base Length: 104,413 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 8873.38 kN
    Frictional Strength: 451,867 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 751,867 kPa
    Shear Stress: 308,906 kPa
    Base Shear Force: 3225.36 kN
    Base Normal Force: 8873.38 kN
    Base Normal Stress: 849,838 kPa
    Effective Normal Stress: 849,838 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 13138.6 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 13138.6 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 16363.8 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 16363.8 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1331.56 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 9 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 982,765 m
    Base Length: 999,766 m
    Angle of Slice Base: 105,815 degrees
    Slice Weight: 9192.32 kN
    Frictional Strength: 466,074 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 766,074 kPa
    Shear Stress: 314,743 kPa
    Base Shear Force: 3146.69 kN
    Base Normal Force: 8763.52 kN
    Base Normal Stress: 876,557 kPa
    Effective Normal Stress: 876,557 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16363.8 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 16363.8 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 17847.7 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 17847.7 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,311
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1333.64 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 10 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 982,765 m
    Base Length: 100,915 m
    Angle of Slice Base: 131,303 degrees
    Slice Weight: 10528.2 kN
    Frictional Strength: 527.45 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 827.45 kPa
    Shear Stress: 339,959 kPa
    Base Shear Force: 3430.69 kN
    Base Normal Force: 10010.6 kN
    Base Normal Stress: 991,986 kPa
    Effective Normal Stress: 991,986 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 17847.7 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 17847.7 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 18914.5 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 18914.5 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,348
    Y coordinate - Bottom: 1296.74 m
    Y coordinate - Top: 1342.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 11 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 982,765 m
    Base Length: 102,088 m
    Angle of Slice Base: 157,058 degrees
    Slice Weight: 11825.7 kN
    Frictional Strength: 585,421 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 885,421 kPa
    Shear Stress: 363,776 kPa
    Base Shear Force: 3713.72 kN
    Base Normal Force: 11240.1 kN
    Base Normal Stress: 1101.02 kPa
    Effective Normal Stress: 1101.02 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 18914.5 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 18914.5 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 19446.8 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 19446.8 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 10,218
    Y coordinate - Bottom: 1299.03 m
    Y coordinate - Top: 1350.56 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 12 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 982,765 m
    Base Length: 10,352 m
    Angle of Slice Base: 183,144 degrees
    Slice Weight: 12633.1 kN
    Frictional Strength: 617,176 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 917,176 kPa
    Shear Stress: 376,823 kPa
    Base Shear Force: 3900.88 kN
    Base Normal Force: 12016 kN
    Base Normal Stress: 1160.74 kPa
    Effective Normal Stress: 1160.74 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 19446.8 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 19446.8 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 19374.2 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 19374.2 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,799
    Y coordinate - Bottom: 1301.79 m
    Y coordinate - Top: 1357.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 13 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 982,765 m
    Base Length: 105,242 m
    Angle of Slice Base: 20,963 degrees
    Slice Weight: 13542.3 kN
    Frictional Strength: 652,929 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 952,929 kPa
    Shear Stress: 391,512 kPa
    Base Shear Force: 4120.36 kN
    Base Normal Force: 12923.6 kN
    Base Normal Stress: 1227.99 kPa
    Effective Normal Stress: 1227.99 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 19374.2 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 19374.2 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 18598.1 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 18598.1 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,196
    Y coordinate - Bottom: 1305.05 m
    Y coordinate - Top: 1367.49 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 14 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 28 degrees
    Base Cohesion: 350 kPa
    Slice Width: 524,233 m
    Base Length: 569,594 m
    Angle of Slice Base: 230,209 degrees
    Slice Weight: 7330.44 kN
    Frictional Strength: 650,621 kPa
    Cohesive Strength: 350 kPa
    Shear Strength: 1000.62 kPa
    Shear Stress: 411,107 kPa
    Base Shear Force: 2341.64 kN
    Base Normal Force: 6969.79 kN
    Base Normal Stress: 1223.64 kPa
    Effective Normal Stress: 1223.64 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 18598.1 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 18598.1 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 18027.6 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 18027.6 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 100,579
    Y coordinate - Bottom: 1308.81 m
    Y coordinate - Top: 1374.12 m
    Phib: 0 degrees
    Base Material: 5

    Slice Number: 15 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 898,873 m
    Base Length: 991,811 m
    Angle of Slice Base: 250,018 degrees
    Slice Weight: 12278.2 kN
    Frictional Strength: 655,669 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 955,669 kPa
    Shear Stress: 392,638 kPa
    Base Shear Force: 3894.23 kN
    Base Normal Force: 11731.7 kN
    Base Normal Stress: 1182.86 kPa
    Effective Normal Stress: 1182.86 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 18027.6 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 18027.6 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 16598.4 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 16598.4 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 100,254
    Y coordinate - Bottom: 1311.04 m
    Y coordinate - Top: 1374.4 m
    Phib: 0 degrees
    Base Material: 6
    Slice Number: 16 (janbu simplified)
    Factor of Safety: 243,397
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 898,873 m
    Base Length: 10,138 m
    Angle of Slice Base: 275,464 degrees
    Slice Weight: 11681.7 kN
    Frictional Strength: 612,038 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 912,038 kPa
    Shear Stress: 374,712 kPa
    Base Shear Force: 3798.83 kN
    Base Normal Force: 11193.8 kN
    Base Normal Stress: 1104.14 kPa
    Effective Normal Stress: 1104.14 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16598.4 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 16598.4 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 14789.8 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 14789.8 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.991956
    Y coordinate - Bottom: 1315.23 m
    Y coordinate - Top: 1376.4 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 17 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 898,873 m
    Base Length: 103,952 m
    Angle of Slice Base: 301,515 degrees
    Slice Weight: 11026.3 kN
    Frictional Strength: 565,472 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 865,472 kPa
    Shear Stress: 355.58 kPa
    Base Shear Force: 3696.33 kN
    Base Normal Force: 10604.5 kN
    Base Normal Stress: 1020.14 kPa
    Effective Normal Stress: 1020.14 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 14789.8 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 14789.8 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 12659.4 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 12659.4 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.979088
    Y coordinate - Bottom: 1319.92 m
    Y coordinate - Top: 1377.48 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 18 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 898,873 m
    Base Length: 10,697 m
    Angle of Slice Base: 328,275 degrees
    Slice Weight: 10250.4 kN
    Frictional Strength: 512.71 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 812.71 kPa
    Shear Stress: 333,903 kPa
    Base Shear Force: 3571.75 kN
    Base Normal Force: 9894.19 kN
    Base Normal Stress: 924,953 kPa
    Effective Normal Stress: 924,953 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 12659.4 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 12659.4 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 10296.9 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 10296.9 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.963763
    Y coordinate - Bottom: 1325.14 m
    Y coordinate - Top: 1379.65 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 19 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 29 degrees
    Base Cohesion: 355 kPa
    Slice Width: 123,861 m
    Base Length: 153,355 m
    Angle of Slice Base: 361,305 degrees
    Slice Weight: 12911 kN
    Frictional Strength: 444,826 kPa
    Cohesive Strength: 355 kPa
    Shear Strength: 799,826 kPa
    Shear Stress: 328.61 kPa
    Base Shear Force: 5039.39 kN
    Base Normal Force: 12306.5 kN
    Base Normal Stress: 802,484 kPa
    Effective Normal Stress: 802,484 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 10296.9 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 10296.9 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 7110.74 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 7110.74 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.941953
    Y coordinate - Bottom: 1330.94 m
    Y coordinate - Top: 1381.67 m
    Phib: 0 degrees
    Base Material: 3

    Slice Number: 20 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 30 degrees
    Base Cohesion: 170 kPa
    Slice Width: 891,699 m
    Base Length: 115,634 m
    Angle of Slice Base: 395,435 degrees
    Slice Weight: 8090.9 kN
    Frictional Strength: 410,234 kPa
    Cohesive Strength: 170 kPa
    Shear Strength: 580,234 kPa
    Shear Stress: 238.39 kPa
    Base Shear Force: 2756.59 kN
    Base Normal Force: 8216.29 kN
    Base Normal Stress: 710,545 kPa
    Effective Normal Stress: 710,545 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 7110.74 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 7110.74 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 4005.4 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 4005.4 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.922158
    Y coordinate - Bottom: 1339.98 m
    Y coordinate - Top: 1383 m
    Phib: 0 degrees
    Base Material: 2

    Slice Number: 21 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 30 degrees
    Base Cohesion: 170 kPa
    Slice Width: 891,699 m
    Base Length: 121,034 m
    Angle of Slice Base: 425,462 degrees
    Slice Weight: 6542.57 kN
    Frictional Strength: 317,485 kPa
    Cohesive Strength: 170 kPa
    Shear Strength: 487,485 kPa
    Shear Stress: 200,284 kPa
    Base Shear Force: 2424.12 kN
    Base Normal Force: 6655.68 kN
    Base Normal Stress: 549.9 kPa
    Effective Normal Stress: 549.9 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 4005.4 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 4005.4 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 1290.81 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1290.81 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.897123
    Y coordinate - Bottom: 1347.34 m
    Y coordinate - Top: 1383.96 m
    Phib: 0 degrees
    Base Material: 2

    Slice Number: 22 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 30 degrees
    Base Cohesion: 170 kPa
    Slice Width: 891,699 m
    Base Length: 127,679 m
    Angle of Slice Base: 457,018 degrees
    Slice Weight: 4805.2 kN
    Frictional Strength: 217,041 kPa
    Cohesive Strength: 170 kPa
    Shear Strength: 387,041 kPa
    Shear Stress: 159,016 kPa
    Base Shear Force: 2030.3 kN
    Base Normal Force: 4799.77 kN
    Base Normal Stress: 375,926 kPa
    Effective Normal Stress: 375,926 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 1290.81 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1290.81 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -726,548 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 726,548 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.868159
    Y coordinate - Bottom: 1355.53 m
    Y coordinate - Top: 1384.93 m
    Phib: 0 degrees
    Base Material: 2

    Slice Number: 23 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 27 degrees
    Base Cohesion: 220 kPa
    Slice Width: 764,177 m
    Base Length: 11.6 m
    Angle of Slice Base: 487,936 degrees
    Slice Weight: 2648.3 kN
    Frictional Strength: 100,063 kPa
    Cohesive Strength: 220 kPa
    Shear Strength: 320,063 kPa
    Shear Stress: 131,498 kPa
    Base Shear Force: 1525.38 kN
    Base Normal Force: 2278.05 kN
    Base Normal Stress: 196,384 kPa
    Effective Normal Stress: 196,384 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -726,548 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 726,548 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -1435.57 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1435.57 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.816265
    Y coordinate - Bottom: 1364.67 m
    Y coordinate - Top: 1385.89 m
    Phib: 0 degrees
    Base Material: 4

    Slice Number: 24 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 27 degrees
    Base Cohesion: 220 kPa
    Slice Width: 764,177 m
    Base Length: 123,666 m
    Angle of Slice Base: 518,343 degrees
    Slice Weight: 1203.13 kN
    Frictional Strength: 170,762 kPa
    Cohesive Strength: 220 kPa
    Shear Strength: 237,076 kPa
    Shear Stress: 974,031 kPa
    Base Shear Force: 1204.54 kN
    Base Normal Force: 414,453 kN
    Base Normal Stress: 33,514 kPa
    Effective Normal Stress: 33,514 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -1435.57 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1435.57 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: -1017.11 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 1017.11 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.782521
    Y coordinate - Bottom: 1373.39 m
    Y coordinate - Top: 1386.71 m
    Phib: 0 degrees
    Base Material: 4

    Slice Number: 25 (janbu simplified)


    Factor of Safety: 243,397
    Base Friction Angle: 29 degrees
    Base Cohesion: 350 kPa
    Slice Width: 345,962 m
    Base Length: 590,758 m
    Angle of Slice Base: 541,528 degrees
    Slice Weight: 993,026 kN
    Frictional Strength: -71,786 kPa
    Cohesive Strength: 350 kPa
    Shear Strength: 278,214 kPa
    Shear Stress: 114,305 kPa
    Base Shear Force: 675,263 kN
    Base Normal Force: -765,063 kN
    Base Normal Stress: -129,505 kPa
    Effective Normal Stress: -129,505 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: -1017.11 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 1017.11 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 0 kN
    Right Side Shear Force: 0 kN
    Right Side Resultant Force: 0 kN
    Right Side Force Angle: 0 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 0.770221
    Y coordinate - Bottom: 1383.12 m
    Y coordinate - Top: 1387.53 m
    Phib: 0 degrees
    Base Material: 1
    SLICE DATA SPENCER
    Slice Number: 1 (spencer)
    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 1159.84 kN
    Frictional Strength: 940,657 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 394,066 kPa
    Shear Stress: 154,918 kPa
    Base Shear Force: 1419.12 kN
    Base Normal Force: 1620.59 kN
    Base Normal Stress: 176,912 kPa
    Effective Normal Stress: 176,912 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 0 kN
    Left Side Shear Force: 0 kN
    Left Side Resultant Force: 0 kN
    Left Side Force Angle: 0 degrees
    Right Side Normal Force: 1419.19 kN
    Right Side Shear Force: 461,766 kN
    Right Side Resultant Force: 1492.42 kN
    Right Side Force Angle: 180,235 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Thrust Line Elevation: 1294.9 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1294.9 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 2 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 1816.18 kN
    Frictional Strength: 134,937 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 434,937 kPa
    Shear Stress: 170,986 kPa
    Base Shear Force: 1566.3 kN
    Base Normal Force: 2324.72 kN
    Base Normal Stress: 253,779 kPa
    Effective Normal Stress: 253,779 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 1419.19 kN
    Left Side Shear Force: 461,766 kN
    Left Side Resultant Force: 1492.42 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 2985.58 kN
    Right Side Shear Force: 971,424 kN
    Right Side Resultant Force: 3139.64 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Thrust Line Elevation: 1296.39 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1301.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 3 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 2653.8 kN
    Frictional Strength: 187,095 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 487,095 kPa
    Shear Stress: 191,491 kPa
    Base Shear Force: 1754.13 kN
    Base Normal Force: 3223.32 kN
    Base Normal Stress: 351,875 kPa
    Effective Normal Stress: 351,875 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 2985.58 kN
    Left Side Shear Force: 971,424 kN
    Left Side Resultant Force: 3139.64 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 4739.81 kN
    Right Side Shear Force: 1542.2 kN
    Right Side Resultant Force: 4984.39 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Thrust Line Elevation: 1297.81 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1306.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 4 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 3410.47 kN
    Frictional Strength: 234,213 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 534,213 kPa
    Shear Stress: 210,014 kPa
    Base Shear Force: 1923.82 kN
    Base Normal Force: 4035.08 kN
    Base Normal Stress: 440,491 kPa
    Effective Normal Stress: 440,491 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 4739.81 kN
    Left Side Shear Force: 1542.2 kN
    Left Side Resultant Force: 4984.39 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 6663.74 kN
    Right Side Shear Force: 2168.19 kN
    Right Side Resultant Force: 7007.6 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Thrust Line Elevation: 1299.16 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1311.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 5 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 4330.13 kN
    Frictional Strength: 291,481 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 591,481 kPa
    Shear Stress: 232,528 kPa
    Base Shear Force: 2130.05 kN
    Base Normal Force: 5021.7 kN
    Base Normal Stress: 548,196 kPa
    Effective Normal Stress: 548,196 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 6663.74 kN
    Left Side Shear Force: 2168.19 kN
    Left Side Resultant Force: 7007.6 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 8793.91 kN
    Right Side Shear Force: 2861.29 kN
    Right Side Resultant Force: 9247.69 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Thrust Line Elevation: 1300.48 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1312.89 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 6 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 916,041 m
    Base Length: 916,041 m
    Angle of Slice Base: 0 degrees
    Slice Weight: 5098.44 kN
    Frictional Strength: 339,324 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 639,324 kPa
    Shear Stress: 251,336 kPa
    Base Shear Force: 2302.34 kN
    Base Normal Force: 5845.95 kN
    Base Normal Stress: 638,175 kPa
    Effective Normal Stress: 638,175 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 8793.91 kN
    Left Side Shear Force: 2861.29 kN
    Left Side Resultant Force: 9247.69 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 11096.4 kN
    Right Side Shear Force: 3610.45 kN
    Right Side Resultant Force: 11669 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 1
    Thrust Line Elevation: 1301.75 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1317.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 7 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 81,458 m
    Angle of Slice Base: 732,694 degrees
    Slice Weight: 5761.95 kN
    Frictional Strength: 391,277 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 691,277 kPa
    Shear Stress: 271.76 kPa
    Base Shear Force: 2213.71 kN
    Base Normal Force: 5994.38 kN
    Base Normal Stress: 735,886 kPa
    Effective Normal Stress: 735,886 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 11096.4 kN
    Left Side Shear Force: 3610.45 kN
    Left Side Resultant Force: 11669 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 12527.7 kN
    Right Side Shear Force: 4076.15 kN
    Right Side Resultant Force: 13174.2 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,849
    Thrust Line Elevation: 1303 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1323.49 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 8 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 818,503 m
    Angle of Slice Base: 921,982 degrees
    Slice Weight: 6514.48 kN
    Frictional Strength: 430,884 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 730,884 kPa
    Shear Stress: 287,331 kPa
    Base Shear Force: 2351.81 kN
    Base Normal Force: 6632.95 kN
    Base Normal Stress: 810,375 kPa
    Effective Normal Stress: 810,375 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 12527.7 kN
    Left Side Shear Force: 4076.15 kN
    Left Side Resultant Force: 13174.2 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 13786.5 kN
    Right Side Shear Force: 4485.73 kN
    Right Side Resultant Force: 14497.9 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,057
    Thrust Line Elevation: 1304.61 m
    Y coordinate - Bottom: 1295.94 m
    Y coordinate - Top: 1331.31 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 9 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 823,396 m
    Angle of Slice Base: 111,229 degrees
    Slice Weight: 6605.76 kN
    Frictional Strength: 426,973 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 726,973 kPa
    Shear Stress: 285,794 kPa
    Base Shear Force: 2353.21 kN
    Base Normal Force: 6612.03 kN
    Base Normal Stress: 803,019 kPa
    Effective Normal Stress: 803,019 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 13786.5 kN
    Left Side Shear Force: 4485.73 kN
    Left Side Resultant Force: 14497.9 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 14820.1 kN
    Right Side Shear Force: 4822.03 kN
    Right Side Resultant Force: 15584.8 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,154
    Thrust Line Elevation: 1306.39 m
    Y coordinate - Bottom: 1297.25 m
    Y coordinate - Top: 1332.73 m
    Phib: 0 degrees
    Base Material: 7
    Slice Number: 10 (spencer)
    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 82,931 m
    Angle of Slice Base: 130,385 degrees
    Slice Weight: 7445.17 kN
    Frictional Strength: 469.64 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 769.64 kPa
    Shear Stress: 302,567 kPa
    Base Shear Force: 2509.22 kN
    Base Normal Force: 7325 kN
    Base Normal Stress: 883,265 kPa
    Effective Normal Stress: 883,265 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 14820.1 kN
    Left Side Shear Force: 4822.03 kN
    Left Side Resultant Force: 15584.8 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 15612.2 kN
    Right Side Shear Force: 5079.76 kN
    Right Side Resultant Force: 16417.8 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,138
    Thrust Line Elevation: 1308.35 m
    Y coordinate - Bottom: 1298.84 m
    Y coordinate - Top: 1337.84 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 11 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 836,309 m
    Angle of Slice Base: 149,691 degrees
    Slice Weight: 8400.51 kN
    Frictional Strength: 517,656 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 817,656 kPa
    Shear Stress: 321,444 kPa
    Base Shear Force: 2688.26 kN
    Base Normal Force: 8142.04 kN
    Base Normal Stress: 973,568 kPa
    Effective Normal Stress: 973,568 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 15612.2 kN
    Left Side Shear Force: 5079.76 kN
    Left Side Resultant Force: 16417.8 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 16106.2 kN
    Right Side Shear Force: 5240.52 kN
    Right Side Resultant Force: 16937.3 kN
    Right Side Force Angle: 180,235 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 102,006
    Thrust Line Elevation: 1310.47 m
    Y coordinate - Bottom: 1300.71 m
    Y coordinate - Top: 1345.65 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 12 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 844,473 m
    Angle of Slice Base: 169,173 degrees
    Slice Weight: 9106.67 kN
    Frictional Strength: 548,681 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 848,681 kPa
    Shear Stress: 333.64 kPa
    Base Shear Force: 2817.5 kN
    Base Normal Force: 8714.27 kN
    Base Normal Stress: 1031.92 kPa
    Effective Normal Stress: 1031.92 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16106.2 kN
    Left Side Shear Force: 5240.52 kN
    Left Side Resultant Force: 16937.3 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 16266.2 kN
    Right Side Shear Force: 5292.56 kN
    Right Side Resultant Force: 17105.6 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,755
    Thrust Line Elevation: 1312.79 m
    Y coordinate - Bottom: 1302.87 m
    Y coordinate - Top: 1352.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 13 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 300 kPa
    Slice Width: 807,929 m
    Base Length: 853,898 m
    Angle of Slice Base: 188,859 degrees
    Slice Weight: 9621.91 kN
    Frictional Strength: 566,958 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 866,958 kPa
    Shear Stress: 340,826 kPa
    Base Shear Force: 2910.3 kN
    Base Normal Force: 9105.06 kN
    Base Normal Stress: 1066.29 kPa
    Effective Normal Stress: 1066.29 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16266.2 kN
    Left Side Shear Force: 5292.56 kN
    Left Side Resultant Force: 17105.6 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 16072.8 kN
    Right Side Shear Force: 5229.64 kN
    Right Side Resultant Force: 16902.2 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 101,383
    Thrust Line Elevation: 1315.06 m
    Y coordinate - Bottom: 1305.33 m
    Y coordinate - Top: 1357.73 m
    Phib: 0 degrees
    Base Material: 7

    Slice Number: 14 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 28 degrees
    Base Cohesion: 350 kPa
    Slice Width: 602,238 m
    Base Length: 643,466 m
    Angle of Slice Base: 206,214 degrees
    Slice Weight: 7661.99 kN
    Frictional Strength: 593.58 kPa
    Cohesive Strength: 350 kPa
    Shear Strength: 943.58 kPa
    Shear Stress: 370,948 kPa
    Base Shear Force: 2386.92 kN
    Base Normal Force: 7183.41 kN
    Base Normal Stress: 1116.36 kPa
    Effective Normal Stress: 1116.36 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16072.8 kN
    Left Side Shear Force: 5229.64 kN
    Left Side Resultant Force: 16902.2 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 15777 kN
    Right Side Shear Force: 5133.39 kN
    Right Side Resultant Force: 16591.1 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 100,955
    Thrust Line Elevation: 1317.54 m
    Y coordinate - Bottom: 1308.09 m
    Y coordinate - Top: 1365.42 m
    Phib: 0 degrees
    Base Material: 5

    Slice Number: 15 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 100,346 m
    Base Length: 108,714 m
    Angle of Slice Base: 226,274 degrees
    Slice Weight: 13350.8 kN
    Frictional Strength: 632,909 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 932,909 kPa
    Shear Stress: 366,753 kPa
    Base Shear Force: 3987.12 kN
    Base Normal Force: 12413 kN
    Base Normal Stress: 1141.8 kPa
    Effective Normal Stress: 1141.8 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 15777 kN
    Left Side Shear Force: 5133.39 kN
    Left Side Resultant Force: 16591.1 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 14681.7 kN
    Right Side Shear Force: 4777.01 kN
    Right Side Resultant Force: 15439.3 kN
    Right Side Force Angle: 180,234 degrees
    Horizontal Seismic Force: 0 kN
    Vertical Seismic Force: 0 kN
    Resultant Seismic Force: 0 kN
    M-Alpha: 100,687
    Thrust Line Elevation: 1319.67 m
    Y coordinate - Bottom: 1310.36 m
    Y coordinate - Top: 1370.31 m
    Phib: 0 degrees
    Base Material: 6

    Slice Number: 16 (spencer)


    Factor of Safety: 25,437
    Base Friction Angle: 29 degrees
    Base Cohesion: 300 kPa
    Slice Width: 100,346 m
    Base Length: 110,876 m
    Angle of Slice Base: 251,727 degrees
    Slice Weight: 12864.4 kN
    Frictional Strength: 591,889 kPa
    Cohesive Strength: 300 kPa
    Shear Strength: 891,889 kPa
    Shear Stress: 350,627 kPa
    Base Shear Force: 3887.61 kN
    Base Normal Force: 11839.3 kN
    Base Normal Stress: 1067.8 kPa
    Effective Normal Stress: 1067.8 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 14681.7 kN
    Left Side Shear Force: 4777.01 kN
    Left Side Resultant Force: 15439.3 kN
    Left Side Force Angle: 180,234 degrees
    Right Side Normal Force: 13164.5 kN
    SLICE DATA SPENCER
    Slice Number: 650723.714 (spencer)
    Factor of Safety: 747,053
    Base Friction Angle: 843382.143 degrees
    Base Cohesion: 939711.357 kPa
    Slice Width: 1,036,041 m
    Base Length: 1,132,370 m
    Angle of Slice Base: 1228699 degrees
    Slice Weight: 1159.85 kN
    Frictional Strength: -118,378 kPa
    Cohesive Strength: -314722.6 kPa
    Shear Strength: -511,068 kPa
    Shear Stress: -707,413 kPa
    Base Shear Force: 1419.13 kN
    Base Normal Force: 1620.60 kN
    Base Normal Stress: -54,682 kPa
    Effective Normal Stress: -69,157 kPa
    Pore Pressure: -83631.127 kPa
    Positive Pore Pressure: -98105.745 kPa
    Matric Suction: -112580.36 kPa
    Excess Pore Pressure: -127054.98 kPa
    Initial Pore Pressure: -141529.6 kPa
    Left Side Normal Force: -156004.22 kN
    Left Side Shear Force: -170478.84 kN
    Left Side Resultant Force: -184953.45 kN
    Left Side Force Angle: -199428.07 degrees
    Right Side Normal Force: 1419.20 kN
    Right Side Shear Force: 461,767 kN
    Right Side Resultant Force: 1492.43 kN
    Right Side Force Angle: -72,093 degrees
    Horizontal Seismic Force: -108140 kN
    Vertical Seismic Force: -144186.8 kN
    Resultant Seismic Force: -180233.6 kN
    M-Alpha: -216280.4
    Thrust Line Elevation: 1294.9 m
    Y coordinate - Bottom: 1294.9 m
    Y coordinate - Top: 1294.9 m
    Phib: 517344.006 degrees
    Base Material: 574450.946
    631557.886
    688664.825
    Slice Number: 745771.765 (spencer)
    Factor of Safety: 802,879
    Base Friction Angle: 859985.645 degrees
    Base Cohesion: 917092.585 kPa
    Slice Width: 974,200 m
    Base Length: 1,031,306 m
    Angle of Slice Base: 1088413.4 degrees
    Slice Weight: 1816.19 kN
    Frictional Strength: 320,986 kPa
    Cohesive Strength: 375264.4 kPa
    Shear Strength: 429,543 kPa
    Shear Stress: 483,821 kPa
    Base Shear Force: 1566.4 kN
    Base Normal Force: 2324.73 kN
    Base Normal Stress: -108,762 kPa
    Effective Normal Stress: -154,080 kPa
    Pore Pressure: -199397.79 kPa
    Positive Pore Pressure: -244715.46 kPa
    Matric Suction: -290033.14 kPa
    Excess Pore Pressure: -335350.82 kPa
    Initial Pore Pressure: -380668.5 kPa
    Left Side Normal Force: 1419.20 kN
    Left Side Shear Force: 461,767 kN
    Left Side Resultant Force: 1492.43 kN
    Left Side Force Angle: 180,236 degrees
    Right Side Normal Force: 2985.59 kN
    Right Side Shear Force: 971,425 kN
    Right Side Resultant Force: 3139.65 kN
    Right Side Force Angle: -72,093 degrees
    Horizontal Seismic Force: -108139.4 kN
    Vertical Seismic Force: -144186 kN
    Resultant Seismic Force: -180232.6 kN
    M-Alpha: -216279.2
    Thrust Line Elevation: 1296.40 m
    Y coordinate - Bottom: 1294.10 m
    Y coordinate - Top: 1301.74 m
    Phib: 517344.027 degrees
    Base Material: 574450.95
    631557.874
    688664.797
    Slice Number: 745771.721 (spencer)
    Factor of Safety: 802,879
    Base Friction Angle: 859985.567 degrees
    Base Cohesion: 917092.491 kPa
    Slice Width: 974,199 m
    Base Length: 1,031,306 m
    Angle of Slice Base: 1088413.26 degrees
    Slice Weight: 2653.9 kN
    Frictional Strength: 341,491 kPa
    Cohesive Strength: 391489.3 kPa
    Shear Strength: 441,488 kPa
    Shear Stress: 491,486 kPa
    Base Shear Force: 1754.14 kN
    Base Normal Force: 3223.33 kN
    Base Normal Stress: -150,804 kPa
    Effective Normal Stress: -213,638 kPa
    Pore Pressure: -276473.21 kPa
    Positive Pore Pressure: -339308.04 kPa
    Matric Suction: -402142.86 kPa
    Excess Pore Pressure: -464977.68 kPa
    Initial Pore Pressure: -527812.5 kPa
    Left Side Normal Force: 2985.59 kN
    Left Side Shear Force: 971,425 kN
    Left Side Resultant Force: 3139.65 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 4739.82 kN
    Right Side Shear Force: 1542.3 kN
    Right Side Resultant Force: 4984.40 kN
    Right Side Force Angle: -72,093 degrees
    Horizontal Seismic Force: -108139.4 kN
    Vertical Seismic Force: -144186 kN
    Resultant Seismic Force: -180232.6 kN
    M-Alpha: -216279.2
    Thrust Line Elevation: 1297.82 m
    Y coordinate - Bottom: 1294.10 m
    Y coordinate - Top: 1306.74 m
    Phib: 517344.048 degrees
    Base Material: 574450.955
    631557.862
    688664.769
    Slice Number: 745771.676 (spencer)
    Factor of Safety: 802,879
    Base Friction Angle: 859985.489 degrees
    Base Cohesion: 917092.396 kPa
    Slice Width: 974,199 m
    Base Length: 1,031,306 m
    Angle of Slice Base: 1088413.12 degrees
    Slice Weight: 3410.48 kN
    Frictional Strength: 360,014 kPa
    Cohesive Strength: 406145.6 kPa
    Shear Strength: 452,277 kPa
    Shear Stress: 498,409 kPa
    Base Shear Force: 1923.83 kN
    Base Normal Force: 4035.09 kN
    Base Normal Stress: -188,782 kPa
    Effective Normal Stress: -267,441 kPa
    Pore Pressure: -346100.07 kPa
    Positive Pore Pressure: -424759.18 kPa
    Matric Suction: -503418.29 kPa
    Excess Pore Pressure: -582077.39 kPa
    Initial Pore Pressure: -660736.5 kPa
    Left Side Normal Force: 4739.82 kN
    Left Side Shear Force: 1542.3 kN
    Left Side Resultant Force: 4984.40 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 6663.75 kN
    Right Side Shear Force: 2168.20 kN
    Right Side Resultant Force: 7007.7 kN
    Right Side Force Angle: -72,093 degrees
    Horizontal Seismic Force: -108139.4 kN
    Vertical Seismic Force: -144186 kN
    Resultant Seismic Force: -180232.6 kN
    M-Alpha: -216279.2
    Thrust Line Elevation: 1299.17 m
    Y coordinate - Bottom: 1294.10 m
    Y coordinate - Top: 1311.74 m
    Phib: 517344.07 degrees
    Base Material: 574450.96
    631557.85
    688664.741
    Slice Number: 745771.631 (spencer)
    Factor of Safety: 802,879
    Base Friction Angle: 859985.412 degrees
    Base Cohesion: 917092.302 kPa
    Slice Width: 974,199 m
    Base Length: 1,031,306 m
    Angle of Slice Base: 1088413 degrees
    Slice Weight: 4330.14 kN
    Frictional Strength: 382,528 kPa
    Cohesive Strength: 423960.2 kPa
    Shear Strength: 465,392 kPa
    Shear Stress: 506,825 kPa
    Base Shear Force: 2130.06 kN
    Base Normal Force: 5021.8 kN
    Base Normal Stress: -234,941 kPa
    Effective Normal Stress: -332,833 kPa
    Pore Pressure: -430725.43 kPa
    Positive Pore Pressure: -528617.57 kPa
    Matric Suction: -626509.71 kPa
    Excess Pore Pressure: -724401.86 kPa
    Initial Pore Pressure: -822294 kPa
    Left Side Normal Force: 6663.75 kN
    Left Side Shear Force: 2168.20 kN
    Left Side Resultant Force: 7007.7 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 8793.92 kN
    Right Side Shear Force: 2861.30 kN
    Right Side Resultant Force: 9247.70 kN
    Right Side Force Angle: -72,093 degrees
    Horizontal Seismic Force: -108139.4 kN
    Vertical Seismic Force: -144186 kN
    Resultant Seismic Force: -180232.6 kN
    M-Alpha: -216279.2
    Thrust Line Elevation: 1300.49 m
    Y coordinate - Bottom: 1294.10 m
    Y coordinate - Top: 1312.90 m
    Phib: 517344.091 degrees
    Base Material: 574450.965
    631557.838
    688664.712
    Slice Number: 745771.586 (spencer)
    Factor of Safety: 802,878
    Base Friction Angle: 859985.334 degrees
    Base Cohesion: 917092.208 kPa
    Slice Width: 974,199 m
    Base Length: 1,031,306 m
    Angle of Slice Base: 1088412.83 degrees
    Slice Weight: 5098.45 kN
    Frictional Strength: 401,336 kPa
    Cohesive Strength: 438842 kPa
    Shear Strength: 476,348 kPa
    Shear Stress: 513,854 kPa
    Base Shear Force: 2302.35 kN
    Base Normal Force: 5845.96 kN
    Base Normal Stress: -273,504 kPa
    Effective Normal Stress: -387,463 kPa
    Pore Pressure: -501423.21 kPa
    Positive Pore Pressure: -615383.04 kPa
    Matric Suction: -729342.86 kPa
    Excess Pore Pressure: -843302.68 kPa
    Initial Pore Pressure: -957262.5 kPa
    Left Side Normal Force: 8793.92 kN
    Left Side Shear Force: 2861.30 kN
    Left Side Resultant Force: 9247.70 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 11096.5 kN
    Right Side Shear Force: 3610.46 kN
    Right Side Resultant Force: -27920.2 kN
    Right Side Force Angle: -45,036 degrees
    Horizontal Seismic Force: -62151.171 kN
    Vertical Seismic Force: -79266.657 kN
    Resultant Seismic Force: -96382.143 kN
    M-Alpha: -113497.63
    Thrust Line Elevation: 1301.76 m
    Y coordinate - Bottom: 1294.10 m
    Y coordinate - Top: 1317.74 m
    Phib: 500798.394 degrees
    Base Material: 559151.976
    617505.559
    675859.142
    Slice Number: 734212.724 (spencer)
    Factor of Safety: 792,566
    Base Friction Angle: 850919.889 degrees
    Base Cohesion: 909273.472 kPa
    Slice Width: 967,627 m
    Base Length: 1,025,981 m
    Angle of Slice Base: 1,084,334 degrees
    Slice Weight: 5761.96 kN
    Frictional Strength: 660,951 kPa
    Cohesive Strength: 810951.333 kPa
    Shear Strength: 960,951 kPa
    Shear Stress: 271.77 kPa
    Base Shear Force: 2213.72 kN
    Base Normal Force: 5994.39 kN
    Base Normal Stress: -315,380 kPa
    Effective Normal Stress: -446,788 kPa
    Pore Pressure: -578196.14 kPa
    Positive Pore Pressure: -709604.36 kPa
    Matric Suction: -841012.57 kPa
    Excess Pore Pressure: -972420.79 kPa
    Initial Pore Pressure: -1103829 kPa
    Left Side Normal Force: 11096.5 kN
    Left Side Shear Force: 3610.46 kN
    Left Side Resultant Force: 348799 kN
    Left Side Force Angle: 517,364 degrees
    Right Side Normal Force: 12527.8 kN
    Right Side Shear Force: 4076.16 kN
    Right Side Resultant Force: 13174.3 kN
    Right Side Force Angle: -11,680 degrees
    Horizontal Seismic Force: -28511.457 kN
    Vertical Seismic Force: -45343.114 kN
    Resultant Seismic Force: -62174.771 kN
    M-Alpha: -79,006
    Thrust Line Elevation: -95838.086 m
    Y coordinate - Bottom: 1294.10 m
    Y coordinate - Top: 1323.50 m
    Phib: 799030.362 degrees
    Base Material: 893256.469
    987482.577
    1081708.68
    Slice Number: 1175934.79 (spencer)
    Factor of Safety: 1,270,161
    Base Friction Angle: 1364387 degrees
    Base Cohesion: 1458613.11 kPa
    Slice Width: 1,552,839 m
    Base Length: 1,647,065 m
    Angle of Slice Base: 1,741,291 degrees
    Slice Weight: 6514.49 kN
    Frictional Strength: 437,331 kPa
    Cohesive Strength: 467323.5 kPa
    Shear Strength: 497,316 kPa
    Shear Stress: 527,309 kPa
    Base Shear Force: 2351.82 kN
    Base Normal Force: 6632.96 kN
    Base Normal Stress: -347,304 kPa
    Effective Normal Stress: -492,013 kPa
    Pore Pressure: -636723.21 kPa
    Positive Pore Pressure: -781433.04 kPa
    Matric Suction: -926142.86 kPa
    Excess Pore Pressure: -1070852.7 kPa
    Initial Pore Pressure: -1215562.5 kPa
    Left Side Normal Force: 12527.8 kN
    Left Side Shear Force: 4076.16 kN
    Left Side Resultant Force: 13174.3 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 13786.6 kN
    Right Side Shear Force: 4485.74 kN
    Right Side Resultant Force: 14497.10 kN
    Right Side Force Angle: 9,552 degrees
    Horizontal Seismic Force: -6083.4 kN
    Vertical Seismic Force: -21718.8 kN
    Resultant Seismic Force: -37354.2 kN
    M-Alpha: -52,990
    Thrust Line Elevation: 1304.62 m
    Y coordinate - Bottom: 1295.95 m
    Y coordinate - Top: 1331.32 m
    Phib: 502251.991 degrees
    Base Material: 558413.887
    614575.783
    670737.679
    Slice Number: 726899.575 (spencer)
    Factor of Safety: 783,061
    Base Friction Angle: 839223.368 degrees
    Base Cohesion: 895385.264 kPa
    Slice Width: 951,547 m
    Base Length: 1,007,709 m
    Angle of Slice Base: 1,063,871 degrees
    Slice Weight: 6605.77 kN
    Frictional Strength: 435,794 kPa
    Cohesive Strength: 466107.6 kPa
    Shear Strength: 496,421 kPa
    Shear Stress: 526,735 kPa
    Base Shear Force: 2353.22 kN
    Base Normal Force: 6612.04 kN
    Base Normal Stress: -344,151 kPa
    Effective Normal Stress: -487,547 kPa
    Pore Pressure: -630943.5 kPa
    Positive Pore Pressure: -774339.75 kPa
    Matric Suction: -917736 kPa
    Excess Pore Pressure: -1061132.3 kPa
    Initial Pore Pressure: -1204528.5 kPa
    Left Side Normal Force: 13786.6 kN
    Left Side Shear Force: 4485.74 kN
    Left Side Resultant Force: 14497.10 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 14820.2 kN
    Right Side Shear Force: 4822.04 kN
    Right Side Resultant Force: 15584.9 kN
    Right Side Force Angle: 9,630 degrees
    Horizontal Seismic Force: -5986.4 kN
    Vertical Seismic Force: -21602.4 kN
    Resultant Seismic Force: -37218.4 kN
    M-Alpha: -52,834
    Thrust Line Elevation: 1306.40 m
    Y coordinate - Bottom: 1297.26 m
    Y coordinate - Top: 1332.74 m
    Phib: 279651.041 degrees
    Base Material: 309647.62
    339644.199
    369640.778
    Slice Number: 399637.357 (spencer)
    Factor of Safety: 429,634
    Base Friction Angle: 459630.515 degrees
    Base Cohesion: 489627.094 kPa
    Slice Width: 519,624 m
    Base Length: 549,620 m
    Angle of Slice Base: 579,617 degrees
    Slice Weight: 7445.18 kN
    Frictional Strength: 469.65 kPa
    Cohesive Strength: 301 kPa
    Shear Strength: 769.65 kPa
    Shear Stress: 302,568 kPa
    Base Shear Force: 2509.23 kN
    Base Normal Force: -159557.14 kN
    Base Normal Stress: -244,288 kPa
    Effective Normal Stress: -329,019 kPa
    Pore Pressure: -413749.82 kPa
    Positive Pore Pressure: -498480.71 kPa
    Matric Suction: -583211.61 kPa
    Excess Pore Pressure: -667942.5 kPa
    Initial Pore Pressure: -752673.39 kPa
    Left Side Normal Force: 14820.2 kN
    Left Side Shear Force: 4822.04 kN
    Left Side Resultant Force: 15584.9 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 15612.3 kN
    Right Side Shear Force: 5079.77 kN
    Right Side Resultant Force: 16417.9 kN
    Right Side Force Angle: 9,617 degrees
    Horizontal Seismic Force: -6002.4 kN
    Vertical Seismic Force: -21621.6 kN
    Resultant Seismic Force: -37240.8 kN
    M-Alpha: -52,860
    Thrust Line Elevation: 1308.36 m
    Y coordinate - Bottom: 1298.85 m
    Y coordinate - Top: 1337.85 m
    Phib: 520408 degrees
    Base Material: 578856.167
    637304.331
    695752.495
    Slice Number: 754200.659 (spencer)
    Factor of Safety: 812,649
    Base Friction Angle: 871096.987 degrees
    Base Cohesion: 929545.151 kPa
    Slice Width: 987,993 m
    Base Length: 1,046,441 m
    Angle of Slice Base: 1,104,890 degrees
    Slice Weight: 8400.52 kN
    Frictional Strength: 471,444 kPa
    Cohesive Strength: 494316 kPa
    Shear Strength: 517,188 kPa
    Shear Stress: 540,060 kPa
    Base Shear Force: 2688.27 kN
    Base Normal Force: 8142.05 kN
    Base Normal Stress: -417,243 kPa
    Effective Normal Stress: -591,095 kPa
    Pore Pressure: -764946.29 kPa
    Positive Pore Pressure: -938797.71 kPa
    Matric Suction: -1112649.1 kPa
    Excess Pore Pressure: -1286500.6 kPa
    Initial Pore Pressure: -1460352 kPa
    Left Side Normal Force: 15612.3 kN
    Left Side Shear Force: 5079.77 kN
    Left Side Resultant Force: 16417.9 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 16106.3 kN
    Right Side Shear Force: 5240.53 kN
    Right Side Resultant Force: 16937.4 kN
    Right Side Force Angle: 9,511 degrees
    Horizontal Seismic Force: -6135 kN
    Vertical Seismic Force: -21780.8 kN
    Resultant Seismic Force: -37426.6 kN
    M-Alpha: -53,072
    Thrust Line Elevation: 1310.48 m
    Y coordinate - Bottom: 1300.72 m
    Y coordinate - Top: 1345.66 m
    Phib: 530107.926 degrees
    Base Material: 589773.483
    649439.041
    709104.599
    Slice Number: 768770.157 (spencer)
    Factor of Safety: 828,436
    Base Friction Angle: 888101.272 degrees
    Base Cohesion: 947766.83 kPa
    Slice Width: 1,007,432 m
    Base Length: 1,067,098 m
    Angle of Slice Base: 1,126,764 degrees
    Slice Weight: 9106.68 kN
    Frictional Strength: 765,887 kPa
    Cohesive Strength: 915887.333 kPa
    Shear Strength: 1,065,887 kPa
    Shear Stress: 333.65 kPa
    Base Shear Force: 2817.6 kN
    Base Normal Force: 8714.28 kN
    Base Normal Stress: 1031.92 kPa
    Effective Normal Stress: 1031.92 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16106.3 kN
    Left Side Shear Force: 5240.53 kN
    Left Side Resultant Force: 16937.4 kN
    Left Side Force Angle: 180,236 degrees
    Right Side Normal Force: 16266.3 kN
    Right Side Shear Force: 5292.57 kN
    Right Side Resultant Force: 17105.7 kN
    Right Side Force Angle: 9,310 degrees
    Horizontal Seismic Force: -6385.4 kN
    Vertical Seismic Force: -22081.2 kN
    Resultant Seismic Force: -37777 kN
    M-Alpha: -53,473
    Thrust Line Elevation: 1312.80 m
    Y coordinate - Bottom: 1302.88 m
    Y coordinate - Top: 1352.74 m
    Phib: 540273.993 degrees
    Base Material: 601212.665
    662151.337
    723090.009
    Slice Number: 784028.682 (spencer)
    Factor of Safety: 844,967
    Base Friction Angle: 905906.026 degrees
    Base Cohesion: 966844.698 kPa
    Slice Width: 1,027,783 m
    Base Length: 1,088,722 m
    Angle of Slice Base: 1,149,661 degrees
    Slice Weight: 9621.92 kN
    Frictional Strength: 490,826 kPa
    Cohesive Strength: 509652.2 kPa
    Shear Strength: 528,478 kPa
    Shear Stress: 547,305 kPa
    Base Shear Force: 2910.4 kN
    Base Normal Force: 9105.07 kN
    Base Normal Stress: 1066.29 kPa
    Effective Normal Stress: 1066.29 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16266.3 kN
    Left Side Shear Force: 5292.57 kN
    Left Side Resultant Force: 17105.7 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 16072.9 kN
    Right Side Shear Force: 5229.65 kN
    Right Side Resultant Force: 16902.3 kN
    Right Side Force Angle: 9,013 degrees
    Horizontal Seismic Force: -6757.4 kN
    Vertical Seismic Force: -22527.6 kN
    Resultant Seismic Force: -38297.8 kN
    M-Alpha: -54,068
    Thrust Line Elevation: 1315.07 m
    Y coordinate - Bottom: 1305.34 m
    Y coordinate - Top: 1357.74 m
    Phib: 429497.505 degrees
    Base Material: 478226.557
    526955.608
    575684.66
    Slice Number: 624413.712 (spencer)
    Factor of Safety: 673,143
    Base Friction Angle: 721871.816 degrees
    Base Cohesion: 770600.868 kPa
    Slice Width: 819,330 m
    Base Length: 868,059 m
    Angle of Slice Base: 916,788 degrees
    Slice Weight: 7661.100 kN
    Frictional Strength: 593.59 kPa
    Cohesive Strength: 351 kPa
    Shear Strength: 943.59 kPa
    Shear Stress: 370,949 kPa
    Base Shear Force: 2386.93 kN
    Base Normal Force: 7183.42 kN
    Base Normal Stress: 1116.36 kPa
    Effective Normal Stress: 1116.36 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 16072.9 kN
    Left Side Shear Force: 5229.65 kN
    Left Side Resultant Force: 16902.3 kN
    Left Side Force Angle: -148,680 degrees
    Right Side Normal Force: -313137 kN
    Right Side Shear Force: 5133.40 kN
    Right Side Resultant Force: 16591.2 kN
    Right Side Force Angle: 8,670 degrees
    Horizontal Seismic Force: -7185.4 kN
    Vertical Seismic Force: -23041.2 kN
    Resultant Seismic Force: -38897 kN
    M-Alpha: -54,753
    Thrust Line Elevation: 1317.55 m
    Y coordinate - Bottom: 1308.10 m
    Y coordinate - Top: 1365.43 m
    Phib: 144363.304 degrees
    Base Material: 161468.401
    178573.498
    195678.594
    Slice Number: 212783.691 (spencer)
    Factor of Safety: 229,889
    Base Friction Angle: 246993.884 degrees
    Base Cohesion: 264098.981 kPa
    Slice Width: 281,204 m
    Base Length: 298,309 m
    Angle of Slice Base: 315,414 degrees
    Slice Weight: 13350.9 kN
    Frictional Strength: 516,753 kPa
    Cohesive Strength: 530167.1 kPa
    Shear Strength: 543,581 kPa
    Shear Stress: 556,995 kPa
    Base Shear Force: 3987.13 kN
    Base Normal Force: 12414 kN
    Base Normal Stress: 1141.8 kPa
    Effective Normal Stress: 1141.8 kPa
    Pore Pressure: 10518 kPa
    Positive Pore Pressure: 12771.8571 kPa
    Matric Suction: 15025.7143 kPa
    Excess Pore Pressure: 17279.5714 kPa
    Initial Pore Pressure: 19533.4286 kPa
    Left Side Normal Force: 21787.2857 kN
    Left Side Shear Force: 5133.40 kN
    Left Side Resultant Force: 16591.2 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 14681.8 kN
    Right Side Shear Force: 4777.02 kN
    Right Side Resultant Force: 15439.4 kN
    Right Side Force Angle: 8,456 degrees
    Horizontal Seismic Force: -7453.4 kN
    Vertical Seismic Force: -23362.8 kN
    Resultant Seismic Force: -39272.2 kN
    M-Alpha: -55,182
    Thrust Line Elevation: 1319.68 m
    Y coordinate - Bottom: 1310.37 m
    Y coordinate - Top: 1370.32 m
    Phib: 154398.482 degrees
    Base Material: 172783.163
    191167.843
    209552.524
    Slice Number: 227937.204 (spencer)
    Factor of Safety: 246,322
    Base Friction Angle: 264706.565 degrees
    Base Cohesion: 283091.245 kPa
    Slice Width: 301,476 m
    Base Length: 319,861 m
    Angle of Slice Base: 338,245 degrees
    Slice Weight: 12864.5 kN
    Frictional Strength: 500,627 kPa
    Cohesive Strength: 517407.3 kPa
    Shear Strength: 534,188 kPa
    Shear Stress: 550,968 kPa
    Base Shear Force: 3887.62 kN
    Base Normal Force: 11839.4 kN
    Base Normal Stress: 1067.8 kPa
    Effective Normal Stress: 1067.8 kPa
    Pore Pressure: 0 kPa
    Positive Pore Pressure: 0 kPa
    Matric Suction: 0 kPa
    Excess Pore Pressure: 0 kPa
    Initial Pore Pressure: 0 kPa
    Left Side Normal Force: 14681.8 kN
    Left Side Shear Force: 4777.02 kN
    Left Side Resultant Force: 15439.4 kN
    Left Side Force Angle: 180,235 degrees
    Right Side Normal Force: 13164.6 kN

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