Data Pengukuran Sample

Data Kadar air sampel Deformation Deformation

dial reading Load Dial (Units)
Wt of wet soil + cup 150 gr (x10-3) ΔL.in
(col 1x10-3)
Wt of dry soil + cup gr
Wt of Cup 28.1 gr 1 2 3
Wt of wet soil 121.9 gr 25 6 0.025
Wt of dry soil 85.33 gr 50 8 0.050
Wt of water 36.57 gr 75 10 0.075
Water content 42.85714 % 100 12 0.100
Dimensi Sampel 125 15 0.125
Diameter (D) 3.5 cm 150 18 0.150
Tinggi (H) 7.245 cm 175 21 0.175
Luas (A) 9.616 cm2 200 24 0.200
Volume 69.670 cm3 225 26 0.225
Berat 121.9 gr 250 30 0.250
275 35 0.275
300 38 0.300
325 42 0.325
350 45 0.350
375 49 0.375
400 52 0.400
425 55 0.425
450 57 0.450
475 58 0.475
500 55 0.500
525 49 0.525
550 28 0.550
 Density
Unit Strain ΔL/L0 Area Total load on γwet
Corrected Area Sample Unit
CF sample
(ε) (A/col.5) load (col.7/A) γdry
(1-ε) (col. 2 x LRC)

4 5 6 7 8
0.00345 0.99655 9.64955 1.11600 0.11605
0.00690 0.99310 9.68308 1.48800 0.15474 1
0.01035 0.98965 9.71684 1.86000 0.19342 2
0.01380 0.98620 9.75084 2.23200 0.23211 3
0.01725 0.98275 9.78507 2.79000 0.29013 4
0.02070 0.97930 9.81955 3.34800 0.34816 5
0.02415 0.97585 9.85428 3.90600 0.40619 6
0.02761 0.97239 9.88925 4.46400 0.46421 7
0.03106 0.96894 9.92446 4.83600 0.50290
0.03451 0.96549 9.95993 5.58000 0.58027 8
0.03796 0.96204 9.99566 6.51000 0.67698 9
0.04141 0.95859 10.03164 7.06800 0.73501
0.04486 0.95514 10.06788 7.81200 0.81237
0.04831 0.95169 10.10438 8.37000 0.87040
0.05176 0.94824 10.14115 9.11400 0.94777
0.05521 0.94479 10.17819 9.67200 1.00580
0.05866 0.94134 10.21550 10.23000 1.06382
0.06211 0.93789 10.25309 10.60200 1.10251
0.06556 0.93444 10.29095 10.78800 1.12185
0.06901 0.93099 10.32909 10.23000 1.06382
0.07246 0.92754 10.36752 9.11400 0.94777
0.07591 0.92409 10.40623 5.20800 0.54158
weight/volume 1.7496837983
Ywet/1+w 38.3196837983

Density
Kalibrasi alat (K) kg/div
P=K X M kg
ε=ΔL/L0
A= Ao/ (1-ε) cm2
qu= P/A kg/cm2
Cu= qu/2 kg/cm2
Untuk Remoulded :
qur =P/A kg/cm2
Cur = qu/2 kg/cm2
Nilai Sensitivity Qu undist/qur
Data Pengukuran
Data Kadar air sampel Deformation
dial reading Load Dial (Units)
Wt of wet soil + cup 150 gr (x10-3)
Wt of dry soil + cup gr
Wt of Cup 28.1 gr 1 2
Wt of wet soil 121.9 gr 25 4
Wt of dry soil gr 50 6
Water content % 75 9
Dimensi Sampel 100 11
Diameter 3.5 cm 125 15
Tinggi 7.245 cm 150 19
Luas 9.616 cm2 175 23
Volume 69.670 cm3 200 28
Berat 121.9 gr 225 33
250 40
275 44
300 49
325 53
350 57
375 61
400 64
425 68
450 71
475 73
500 76
525 79
550 81
575 82
600 84
625 85
650 86
675 86
700 85
725 83
 Sample
Deformation Unit Strain ΔL/L0 Area Total load on
Corrected Area Sample Unit
CF sample
ΔL.in (ε) (A/col.5) load (col.7/A)
(1-ε) (col. 2 x LRC)
(col.1x10-3)
3 4 5 6 7 8
0.025 0.00345 0.99655 9.64955 0.74400 0.07737
0.050 0.00690 0.99310 9.68308 1.11600 0.11605
0.075 0.01035 0.98965 9.71684 1.67400 0.17408
0.100 0.01380 0.98620 9.75084 2.04600 0.21276
0.125 0.01725 0.98275 9.78507 2.79000 0.29013
0.150 0.02070 0.97930 9.81955 3.53400 0.36750
0.175 0.02415 0.97585 9.85428 4.27800 0.44487
0.200 0.02761 0.97239 9.88925 5.20800 0.54158
0.225 0.03106 0.96894 9.92446 6.13800 0.63829
0.250 0.03451 0.96549 9.95993 7.44000 0.77369
0.275 0.03796 0.96204 9.99566 8.18400 0.85106
0.300 0.04141 0.95859 10.03164 9.11400 0.94777
0.325 0.04486 0.95514 10.06788 9.85800 1.02514
0.350 0.04831 0.95169 10.10438 10.60200 1.10251
0.375 0.05176 0.94824 10.14115 11.34600 1.17988
0.400 0.05521 0.94479 10.17819 11.90400 1.23790
0.425 0.05866 0.94134 10.21550 12.64800 1.31527
0.450 0.06211 0.93789 10.25309 13.20600 1.37330
0.475 0.06556 0.93444 10.29095 13.57800 1.41198
0.500 0.06901 0.93099 10.32909 14.13600 1.47001
0.525 0.07246 0.92754 10.36752 14.69400 1.52804
0.550 0.07591 0.92409 10.40623 15.06600 1.56672
0.575 0.07937 0.92063 10.44524 15.25200 1.58607
0.600 0.08282 0.91718 10.48453 15.62400 1.62475
0.625 0.08627 0.91373 10.52413 15.81000 1.64409
0.650 0.08972 0.91028 10.56402 15.99600 1.66343
0.675 0.09317 0.90683 10.60422 15.99600 1.66343
0.700 0.09662 0.90338 10.64473 15.81000 1.64409
0.725 0.10007 0.89993 10.68554 15.43800 1.60541
Density
γwet weight/volume
γdry Ywet/1+w

1 Density
2 Kalibrasi alat (K) kg/div
3 P=K X M kg
4 ε=ΔL/L0
5 A= Ao/ (1-ε) cm2
6 qu= P/A kg/cm2
7 Cu= qu/2 kg/cm2
Untuk Remoulded :
8 qur =P/A kg/cm2
9 Cur = qu/2 kg/cm2
Nilai Sensitivity Qu undist/qur