Laporan Wamena

GeoLogismiki Geotechnical Engineers Merarhias 56 http://www.geologismiki.
gr Project: DED PLTM IBELE - WAMENA
CPT: CPT-01
Total depth: 7.00 m Surface Elevation: 0.00 m Coords: X:0, Y:0 Cone Type: Uknown Cone Operator: Uknown
Location: SUNGAI IBELE KABUPATEN WAMENA
The plot below presents the cross correlation coeficient between the raw qc and fs values (as measured on the field). X axes presents the lag distance (one lag is the distance between two sucessive CPT measurements).
CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:05 AM
Project file: E:\Project\PLTMH Papua\Ibele (Jayawijaya-Wamena)\PLTM Sungai Ibele Wamena.cpt
GeoLogismiki Geotechnical Engineers Merarhias 56 http://www.geologismiki.gr Project: DED PLTM IBELE - WAMENA
CPT: CPT-01
SBT - Bq plots
SBT legend
1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to silty clay 5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand to clayey sand 9. Very stiff fine grained
CPT: CPT-01
SBT - Bq plots (normalized)
SBTn legend
CPT: CPT-01
Bq plots (Schneider)
CPT: CPT-01
CPT: CPT-01
SBT legend
CPT: CPT-01
SBTn legend
CPT: CPT-01
Calculation parameters Phi: Based on Kulhawy & Mayne (1990) User defined estimation data CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM
CPT: CPT-01
Calculation parameters User defined estimation data 9
CPT: CPT-01
Calculation parameters User defined estimation data CPeT-IT v.1.7.3.28 - CPTU data presentation & interpretation software - Report created on: 1/11/2012, 12:26:06 AM
10
CPT: CPT-01
Caclulation properties Footing type: Rectangular Footing width: 2.60 (m) L/B: 1 Footing pressure: 175.00 (kPa) Embedment depth: 1.90 (m) Footing is rigid: No Remove excavation load: No Apply 20% rule: Yes Calculate secondary settlements: No Time period for second. settlements: N/A
11
This software is licensed to: PT Soilens Point No Start depth End depth (m) (m) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 6.60 6.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 6.60 6.80 7.00 Thickness Relative (m) depth (m) 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 Delta P (kPa) 174.99 174.54 171.60 164.96 154.89 142.57 129.30 116.13 103.73 92.42 82.32 73.41 65.62 58.82 52.89 47.72 43.20 39.25 35.77 32.71 30.00 27.60 25.46 23.55 21.84 20.30 68.64 74.82 80.55 86.94 85.44 89.26 83.97 89.59 89.35 93.46 98.84 105.08 111.24 116.88 121.06 117.84 109.83 102.89 103.89 104.88 106.25 103.08 114.40 129.55 146.21 150.18 Iz Settlement (cm) 0.025 0.047 0.043 0.038 0.036 0.032 0.031 0.026 0.023 0.020 0.017 0.014 0.012 0.010 0.009 0.008 0.008 0.008 0.007 0.006 0.006 0.005 0.004 0.004 0.003 0.003 Second. settlement (cm) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CPT name: CPT-01 Overall settlement (cm) 0.025 0.047 0.043 0.038 0.036 0.032 0.031 0.026 0.023 0.020 0.017 0.014 0.012 0.010 0.009 0.008 0.008 0.008 0.007 0.006 0.006 0.005 0.004 0.004 0.003 0.003
1.00 1.00 0.98 0.94 0.89 0.81 0.74 0.66 0.59 0.53 0.47 0.42 0.37 0.34 0.30 0.27 0.25 0.22 0.20 0.19 0.17 0.16 0.15 0.13 0.12 0.12
Total primary settlement: 0.44 Total secondary settlement: 0.00 Total calculated settlement: 0.44 Abbreviations Start depth of soil layer (penetration depth measured from ground free surface) End depth of soil layer (penetration depth measured from ground free surface) Thickness of soil layer Depth of calculation relative to footing Stress influence factor Footing impossed stress: Effective stress Constrained modulus from CPT Primary settlement Secondary settlemends due to creep
12
CPT: CPT-01
Bearing Capacity calculation is perfromed based on the formula:
No
B (m) 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00
Start Depth (m) 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90
End Depth (m) 2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 4.30 4.40 6.45 6.45 6.45 6.66 6.97 6.97 7.28 7.28 7.55 7.55 7.73 7.73 7.86 7.86 7.99 7.99 8.15 8.15 8.34 8.34 8.54
Soil Press. (kPa) 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10
Ult. bearing cap. (kPa) 1326.43 1326.43 1326.43 1368.90 1429.88 1429.88 1492.10 1492.10 1546.93 1546.93 1582.32 1582.32 1607.37 1607.37 1633.80 1633.80 1666.71 1666.71 1704.61 1704.61 1744.10
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
13
CPT: CPT-02
14
CPT: CPT-02
SBT - Bq plots
SBT legend
15
CPT: CPT-02
SBTn legend
16
CPT: CPT-02
17
CPT: CPT-02
18
CPT: CPT-02
SBT legend
19
CPT: CPT-02
SBTn legend
20
CPT: CPT-02
21
CPT: CPT-02
CPT: CPT-02
23
CPT: CPT-02
24
This software is licensed to: PT Soilens Point No Start depth End depth (m) (m) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 6.60 Thickness Relative (m) depth (m) 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 Delta P (kPa) 174.99 174.54 171.60 164.96 154.89 142.57 129.30 116.13 103.73 92.42 82.32 73.41 65.62 58.82 52.89 47.72 43.20 39.25 35.77 32.71 30.00 27.60 25.46 23.55 65.84 63.50 68.80 76.71 82.63 89.23 91.26 99.43 103.86 108.90 111.39 116.40 115.62 106.92 96.44 88.48 89.71 96.20 102.51 113.37 116.98 120.35 117.01 115.35 Iz Settlement (cm) 0.027 0.055 0.050 0.043 0.037 0.032 0.028 0.023 0.020 0.017 0.015 0.013 0.011 0.011 0.011 0.011 0.010 0.008 0.007 0.006 0.005 0.005 0.004 0.004 Second. settlement (cm) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CPT name: CPT-02 Overall settlement (cm) 0.027 0.055 0.050 0.043 0.037 0.032 0.028 0.023 0.020 0.017 0.015 0.013 0.011 0.011 0.011 0.011 0.010 0.008 0.007 0.006 0.005 0.005 0.004 0.004
1.00 1.00 0.98 0.94 0.89 0.81 0.74 0.66 0.59 0.53 0.47 0.42 0.37 0.34 0.30 0.27 0.25 0.22 0.20 0.19 0.17 0.16 0.15 0.13
25
CPT: CPT-02
No
B (m) 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00
Start Depth (m) 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90
End Depth (m) 2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80 3.90 5.19 5.19 5.19 5.49 5.66 5.66 5.83 5.83 6.00 6.00 6.24 6.24 6.47 6.47 6.70 6.70
Soil Press. (kPa) 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10
Ult. bearing cap. (kPa) 1073.27 1073.27 1073.27 1133.70 1168.54 1168.54 1202.77 1202.77 1236.60 1236.60 1284.69 1284.69 1329.70 1329.70 1375.43 1375.43
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
26
CPT: CPT-03
27
CPT: CPT-03
SBT - Bq plots
SBT legend
28
CPT: CPT-03
SBTn legend
29
CPT: CPT-03
30
CPT: CPT-03
31
CPT: CPT-03
SBT legend
32
CPT: CPT-03
SBTn legend
33
CPT: CPT-03
34
CPT: CPT-03
CPT: CPT-03
36
CPT: CPT-03
37
This software is licensed to: PT Soilens Point No Start depth End depth (m) (m) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 6.60 Thickness Relative (m) depth (m) 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 Delta P (kPa) 174.99 174.54 171.60 164.96 154.89 142.57 129.30 116.13 103.73 92.42 82.32 73.41 65.62 58.82 52.89 47.72 43.20 39.25 35.77 32.71 30.00 27.60 25.46 23.55 57.09 55.15 59.58 63.02 65.86 71.47 79.96 88.63 90.85 90.51 89.61 89.41 96.80 104.02 103.35 94.96 96.79 107.42 117.56 114.75 116.98 127.87 140.37 148.12 Iz Settlement (cm) 0.031 0.063 0.058 0.052 0.047 0.040 0.032 0.026 0.023 0.020 0.018 0.016 0.014 0.011 0.010 0.010 0.009 0.007 0.006 0.006 0.005 0.004 0.004 0.003 Second. settlement (cm) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CPT name: CPT-03 Overall settlement (cm) 0.031 0.063 0.058 0.052 0.047 0.040 0.032 0.026 0.023 0.020 0.018 0.016 0.014 0.011 0.010 0.010 0.009 0.007 0.006 0.006 0.005 0.004 0.004 0.003
1.00 1.00 0.98 0.94 0.89 0.81 0.74 0.66 0.59 0.53 0.47 0.42 0.37 0.34 0.30 0.27 0.25 0.22 0.20 0.19 0.17 0.16 0.15 0.13
38
CPT: CPT-03
No
B (m) 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00
Start Depth (m) 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90
End Depth (m) 2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 4.30 4.40 6.09 6.09 6.09 5.89 5.80 5.80 5.91 5.91 6.15 6.15 6.39 6.39 6.55 6.55 6.64 6.64 6.79 6.79 7.00 7.00 7.25
Soil Press. (kPa) 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10 36.10
Ult. bearing cap. (kPa) 1254.57 1254.57 1254.57 1213.41 1196.86 1196.86 1217.70 1217.70 1266.00 1266.00 1314.46 1314.46 1346.69 1346.69 1364.15 1364.15 1395.03 1395.03 1436.24 1436.24 1485.57
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
39
This software is licensed to: PT Soilens Presented below is a list of formulas used for the estimation of various soil properties. The formulas are presented in SI unit system and assume that all components are expressed in the same units.
:: Unit Weight, g (kN/m) ::
:: Small strain shear Modulus, Go (MPa) ::
:: Shear Wave Velocity, Vs (m/s) :: :: Permeability, k (m/s) ::
:: Undrained peak shear strength, Su (kPa) ::
:: Remolded undrained shear strength, Su(rem) (kPa) ::
:: Young's Modulus, Es (MPa) :: :: Overconsolidation Ratio, OCR ::
:: Relative Density, Dr (%) ::
:: State Parameter, ::
:: In situ Stress Ratio, Ko ::
:: Peak drained friction angle, () ::
:: 1-D constrained modulus, M (MPa) ::
References Robertson, P.K., Cabal K.L., Guide to Cone Penetration Testing for Geotechnical Engineering, Gregg Drilling & Testing, Inc., 4th Edition, July 2010 Robertson, P.K., Interpretation of Cone Penetration Tests - a unified approach., Can. Geotech. J. 46(11): 13371355 (2009)
40

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GeoLogismiki Geotechnical Engineers Merarhias 56 http://www.geologismiki.

gr Project: DED PLTM IBELE - WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

SBT - Bq plots (normalized)

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Calculation parameters User defined estimation data 9

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Bearing Capacity calculation is perfromed based on the formula:

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

SBT - Bq plots (normalized)

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Calculation parameters User defined estimation data 22

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Bearing Capacity calculation is perfromed based on the formula:

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

SBT - Bq plots (normalized)

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Calculation parameters User defined estimation data 35

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Location: SUNGAI IBELE KABUPATEN WAMENA

Bearing Capacity calculation is perfromed based on the formula:

:: Unit Weight, g (kN/m) ::

:: Small strain shear Modulus, Go (MPa) ::

:: Shear Wave Velocity, Vs (m/s) :: :: Permeability, k (m/s) ::

:: Undrained peak shear strength, Su (kPa) ::

:: Remolded undrained shear strength, Su(rem) (kPa) ::

:: Young's Modulus, Es (MPa) :: :: Overconsolidation Ratio, OCR ::

:: Relative Density, Dr (%) ::

:: In situ Stress Ratio, Ko ::

:: Peak drained friction angle, () ::

:: 1-D constrained modulus, M (MPa) ::

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