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Depth (Meter)
Picno No. 22 48
1. Temperatur ºC 27 27
2. W Picno + Water + Soil gr 170.23 171.63
3. W Picno + Water gr 155.15 157.26
4. W Dry soil + Picno gr 74.84 87.61
5. W Picno gr 44.84 57.616. W Dry gr 30 30
7. Specific Gravity of Water 1 1
8. Gs = [ (6)x(7) ] / [ (3)+(6)-(2) ] 2.011 1.919
Specific Gravity (Gs) 1.965
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Water Content
Depth
Container No. 204 217 30
17.74 20.1 17.14
14.48 16.04 14.85
3.26 4.06 2.298.02 9.75 9.68
6.46 6.29 5.17
50.46 64.55 44.29
53.10
berat volume
Depth
Ring No. 1 3
gr 144.01 145.86
gr 57.76 57.68cm³ 56.27 57.88
gr 86.25 88.18
gr/cm³ 1.53 1.52
gr/cm³ 1.604
Vane shear test 16 kPa
1. Wcont
+ Wwet
(gr)
2. Wcont
+ Wdry
(gr)
3.
Wwater = (1) – (2) (gr)4. W
cont(gr)
5. Wdry
= (2) – (4) (gr)
6. W = (3)/(5) x 100 %
Waverage
(%)
1. Wring + Wwet
2. Wring
3. Vwet = Vring
4. Wwet = (1) – (2)
5. γm = (4) / (3)
γmaverage
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beban
lengAN BEBAN
TEGANGAN
2
167.32
65.6957.88
101.63
1.76
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15.04 7.52 15.04
4.75 12.27 19.79
0.39 0.63
1.059.610.54
86.25
45.829.9156.3426.36
1.140.53
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22.56
27.31
0.87
Indeks Properties
Depth m 0.4 - 0.8
1. Water Content ( w ) % 56.1
2. Specific Gravity ( Gs ) 1.97
3. Wet Density 1.6
4. Dry Density 1.05
5. Void Ratio ( e ) 1.14
6. Porosity ( n ) % 0.53
7. Degrees of Saturation ( Sr ) = (1x2)/5 % 97.12
gr / cm3
gr / cm3
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analisa saringan
US Bureau of Standar Weigh of soil Percent Finer
Mosh Opening (mm) Retained (gr) (gr)
4 4.7 3.06 3.06 1.02 98.98
10 2 7.51 10.57 3.52 96.48
20 0.84 5.65 16.22 5.41 94.59
40 0.42 3.71 19.93 6.64 93.36
50 0.3 1.83 21.76 7.25 92.75
60 0.2 3.7 25.46 8.49 91.51
80 0.18 1.95 27.41 9.14 90.86
100 0.15 1.69 29.10 9.70 90.30
200 0.07 3.94 33.04 11.01 88.99
pan 1 34.04 11.35 88.65
CumualtiveRetained (gr)
CumualtiveRetained (%)
0 0 0.01 0.1 1 10
0
10
20
30
40
50
60
70
80
90
100
1
2
1
2
1
2
1
2
1
2
1
2
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9.99
19.05 019.05 1004.76 04.76 1000.85 00.85 1000.43 00.43 1000.15 00.15 1000.08 00.08 1000.01 0
0.01 100
100
1
2
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0.0407522 88.990
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Waktu
R Ra
Temp
R – Ra
‘N Zr’
(menit) (%) (cm)
0.25 33 -4 27 37 85.47 10.2
0.5 32 -4 27 36 83.16 10.4
1 32 -4 27 36 83.16 10.4
2 32 -4 27 36 83.16 10.4
5 31 -4 27 35 80.85 10.61
15 29 -4 27 33 76.23 10.9
30 27 -4 27 31 71.61 11.2
60 25 -4 27 29 66.99 11.5
250 23 -4 27 27 62.37 11.9
1440 19 -4 27 23 53.13 12.5
0C
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D (mm)
N’
(%) A 1.160.0407522 6.39 88.990 sv 88.990.0290973 4.56 86.585 gs 1.970.0205749 3.22 86.585
0.0145486 2.28 86.585
0.0092938 1.46 84.180
0.0054386 0.85 79.369
0.0038982 0.61 74.559
0.0027931 0.44 69.749
0.0013920 0.22 64.939
0.0005944 0.09 55.318
9.62124.051
Zr / t
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liquid limit
DEPTH (Meter)
Containaer No. 30 23 8 84
1. Number of Blows 26.00 16.00 19.00 49.00
2. W wet Soil + W cont 22.81 13.04 15.94 28.19
3. W dry Soil + W cont 21.18 11.87 14.71 26.63
4. W water 1.63 1.17 1.23 1.56
5. W cont 9.20 8.40 9.68 14.36
6. W dry Soil 11.98 3.47 5.03 12.27
7. Water Content 13.61 33.72 24.45 12.71
20
16.00 19.00 26.00 49.00
13.04 15.94 22.81 28.19
11.87 14.71 21.18 26.631.17 1.23 1.63 1.56
8.40 9.68 9.20 14.36
3.47 5.03 11.98 12.27
33.72 24.45 13.61 12.71
0 20-3.46 25 20
25 025 0
Dish No.
1. Wt of Dish
2. Wt of wet Soil + Dis
3. Wt of wet soil = ( 2 ) - ( 1 )
4. Wt of Dry Soil + Dish
5. Wt of Dry Soil = ( 4 ) - ( 1 )
6. Wt of Mercury + Dish7. Wt of Mercury = ( 6 ) - ( 1 )
8. Volume of Dish = ( 7 ) / 13. 6
9. Wt of Mercury + Tare
10. Wt of Tare
11. Wt of Displaced Mercury = ( 9 ) - (10)
12. Volume of Soil = ( 11 ) / 13.6
13. Ws = [( 3 - 5 ) - ( 8 - 12 )}] / ( 5 )
Ws Average
Wl(pada N = 25)
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plastic limit
DEPTH (meter)
Containaer No. 85
1. W wet soil + W cont gr 6.69
2. W dry soil + W cont gr 6.45
3. W water = (1)-(2) gr 0.24
4. W cont gr 4.9
5. W dry soil = (2)-(4) gr 1.55
6. Water content = (3)/(5) x 100% % 15.48
16
3.46
Shrinkage Limits ( Ws )
2 4
gr 70.92 78.33
gr 43.79 52.76
gr 27.13 25.57
gr 59.05 67.34
gr 15.26 14.58
gr 450.49 450.49gr 437.17 437.17
32.14 32.14
gr 196.75 181.42
gr 39.86 39.86
gr 156.89 141.56
11.54 10.41
% 10.52 9.5
% 10.01
Wp
%
cm3
cm3
10
5
10
15
2025
30
35
40
f(x) = -0.51x + 35.21
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91
6.67
6.32
0.35
4.33
1.99
17.59
54
10000000000
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sample diameter 63.1 mmsample height 20 mmsample area 31.26 cm2proving ring 1155-2-30343
calibration 39.91
TIME
minute mm
0.00.20.40.60.81.01.21.41.61.8
2.02.22.42.62.83.03.23.43.63.84.0
4.24.44.6
kg/10-4 cmHORIZONTAL
DEFORMATION
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NORMAL STRESS NORMAL STRESS
0.39 0.63
PROVING RING 0,0002 cm PROVING RING 0,0002 cm
35 0.089 5 0.01345 0.115 20 0.05150 0.128 40 0.10258 0.148 60 0.15360 0.153 80 0.20467 0.171 60 0.15371 0.181 61 0.15673 0.186 93 0.23776 0.194 93 0.23780 0.204 93 0.237
83 0.21284 0.21488 0.22589 0.22787 0.22289 0.22787 0.22290 0.23090 0.23090 0.230
1 = kg/cm2 2 = kg/cm2
kg/cm2 kg/cm2
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NORMAL STRESS 0.39
0.87 0.2298
PROVING RING 0,0002 cm
20 0.05128 0.07131 0.07939 0.10040 0.10244 0.11246 0.15047 0.17649 0.19850 0.214
51 0.25651 0.25651 0.256
C 0.330φ -11.6 Degree
σ3 (kg/cm2)
3 = kg/cm2 τ3 kg/cm2
kg/cm2
Kg/cm2
0.30 0.40 0.50 0.60 0.700.2150
0.2200
0.2250
0.2300
0.2350
0.2400
0.2450
0.2500
0.2550
0.2600f(x) = 0.05x + 0.21
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0.63 0.87
0.2375 0.2560
1.951.86
0.80 0.90 1.00
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undisturbed
Time
Strain S
Area
Load P Unconfined
(%) 0,01 mm (Kg) Compression
0.0 0.0 17.712 2.1 0.538 0.030
0.5 0.5 17.801 3.0 0.768 0.0431.0 1.0 17.891 3.5 0.896 0.050
1.5 1.5 17.982 4.2 1.075 0.060
2.0 2.0 18.073 5.0 1.280 0.071
2.5 2.5 18.166 5.5 1.408 0.078
3.0 3.0 18.260 6.1 1.562 0.086
3.5 3.5 18.354 6.9 1.766 0.096
4.0 4.0 18.450 7.2 1.843 0.100
4.5 4.5 18.547 8.0 2.048 0.110
5.0 5.0 18.644 8.5 2.176 0.117
5.5 5.5 18.743 9.1 2.330 0.1246.0 6.0 18.843 9.8 2.509 0.133
6.5 6.5 18.943 10.0 2.560 0.135
7.0 7.0 19.045 10.7 2.739 0.144
7.5 7.5 19.148 11.0 2.816 0.147
8.0 8.0 19.252 11.9 3.046 0.158
9.0 9.0 19.464 12.6 3.226 0.166
10.0 10.0 19.680 13.1 3.354 0.170
11.0 11.0 19.901 13.8 3.533 0.178
12.0 12.0 20.127 14.2 3.635 0.181
13.0 13.0 20.359 14.8 3.789 0.18614.0 14.0 20.595 15.0 3.840 0.186
15.0 15.0 20.838 15.5 3.968 0.190
16.0 16.0 21.086 15.9 4.070 0.193
17.0 17.0 21.340 16.2 4.147 0.194
18.0 18.0 21.600 16.8 4.301 0.199
19.0 19.0 21.867 17.0 4.352 0.199
20.0 20.0 22.140 17.2 4.403 0.199
P. RingDial
(Kg/cm2)
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disturbed
Time
Strain S
Area
P. Ring Dial Load P Unconfined
(%) 0,01 mm (Kg) Compression
0.000 0.000 17.712 1.0 0.256 0.014
0.500 0.500 17.801 1.3 0.333 0.0191.000 1.000 17.891 2.2 0.563 0.031
1.500 1.500 17.982 2.8 0.717 0.040
2.000 2.000 18.073 3.2 0.819 0.045
2.500 2.500 18.166 3.9 0.998 0.055
3.000 3.000 18.260 4.1 1.050 0.057
3.500 3.500 18.354 4.8 1.229 0.067
4.000 4.000 18.450 5.0 1.280 0.069
4.500 4.500 18.547 5.4 1.382 0.075
5.000 5.000 18.644 5.9 1.510 0.081
5.500 5.500 18.743 6.1 1.562 0.0836.000 6.000 18.843 6.3 1.613 0.086
6.500 6.500 18.943 6.9 1.766 0.093
7.000 7.000 19.045 7.1 1.818 0.095
7.500 7.500 19.148 7.3 1.869 0.098
8.000 8.000 19.252 8.0 2.048 0.106
9.000 9.000 19.464 8.5 2.176 0.112
10.000 10.000 19.680 9.0 2.304 0.117
11.000 11.000 19.901 9.7 2.483 0.125
12.000 12.000 20.127 10.0 2.560 0.127
13.000 13.000 20.359 13.0 3.328 0.16314.000 14.000 20.595 11.0 2.816 0.137
15.000 15.000 20.838 11.4 2.918 0.140
16.000 16.000 21.086 11.7 2.995 0.142
17.000 17.000 21.340 12.0 3.072 0.144
18.000 18.000 21.600 13.3 3.405 0.158
19.000 19.000 21.867 12.6 3.226 0.148
20.000 20.000 22.140 12.9 3.302 0.149
(Kg/cm2)
0
0.000
0.050
0.100
0.150
0.200
0.250
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SAMPEL AREA 17.71 CM2SAMPEL LENGTH 95 MM
PROVING RING NO. P-5
CALIBRATION 0.26 KG
17 017 0.20 0.2
19 0
19 0.150 0.15
5 10 15 20 25
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ELAPSED TIME (minute)
PENETRATION
(inch)
0.00 0.00 0.000 0.00 0.000.50 63.50 0.025 6.00 75.001.00 127.00 0.050 9.00 112.50
1.50 190.50 0.075 11.00 137.502.00 254.00 0.100 13.00 162.502.50 317.50 0.125 14.50 181.253.00 381.00 0.150 14.80 185.003.50 444.50 0.175 17.00 212.504.00 508.00 0.200 18.00 225.005.00 635.00 0.250 20.00 250.006.00 762.00 0.300 22.00 275.007.00 889.00 0.350 24.00 300.008.00 1016.00 0.400 26.00 325.009.00 1143.00 0.450 27.90 348.7510.00 1270.00 0.500 29.50 368.75
MOISTURE CONTENT DETERMINATIONMold No. 1
1. Container No. 72 90
gr 31.78 44.06
gr 30.02 41.56
4. Wwater gr 1.76 2.50
gr 14.65 14.59
gr 15.37 26.97
7. w % 11.45 9.27
% 10.36
DRY DENSITY DETERMINATION1. Mold No. 10
2. Wmold+ Wsoil gram 9708
3. Wmold gram 6185
4. Wsoil gram 3523
5. Volume of Soil cm3 2093.95
1.68
7. Moisture Content % 10.36
8. Dry Density 1.52
CBR % 0.00
1st TEST
(0.01mm)
PROVING RING 10-4 inchLoad
Lbs
2. Wcont
+ Wwet
3. Wcont
+ Wdry
5. Wcont
6. Wdry
8. Waverage
6. γ Gram/cm3
Gram/cm3
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PROVING RING 0,0002 CM PROVING RING 0,0002 CM
0.00 0.00 0.00 0.008.50 106.25 15.00 187.5013.50 168.75 34.00 425.00
19.00 237.50 46.00 575.0021.00 262.50 54.50 681.2523.00 287.50 63.00 787.5025.00 312.50 69.00 862.5027.00 337.50 75.00 937.5029.50 368.75 80.00 1000.0032.00 400.00 87.50 1093.7534.50 431.25 98.00 1225.0037.00 462.50 101.00 1262.5038.50 481.25 105.00 1312.5040.00 500.00 110.00 1375.0042.00 525.00 113.50 1418.75
2 3
31 223 103 254
62.3 18.60 55.04 38.09
57.51 17.62 51.53 35.40
4.79 0.98 3.51 2.69
13.32 8.04 18.19 9.89
44.19 9.58 33.34 25.51
10.84 10.23 10.53 10.54
10.53 10.54
25 56
9810 9889
6185 6185
3625 3704
2093.95 2093.95
1.73 1.77
10.53 11.42
1.57 1.59
0.00 0.00
2st TEST 3st TEST
LoadLbs
LoadLbs
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SAMPEL DIAMETER 152.3MMSAMPEL HEIGHT 115.5 0.2
0.1 0.2 g10 5.42 5 1.5225 8.75 8.19 1.5756 22.71 22.22 1.59
cbr 40
1.
1.
1
1.
1.
1
1.
10.00 12.00 14.00 16.00 18.00 20.00 22.00
1.30
1.35
1.40
1.45
1.50
1.55
1.60
Compaction
0.0 0.1 0.2 0.3 0.4 0.5 0.60
200
400
600
800
1000
1200
1400
1600
PENETRATION (INCH)
LOADS
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0.1 00.1 12000.2 12000.2 0
0 5 10 15 20 25 30 35 40 45 50
.48
.50
.52
.54
.56
.58
60
CBR
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DRY DENSITY DETERMINATION
Mold No. 1
1. Mixture of water cc 150
2. Blow per Layer 56
3. Number of Layer 5
4. Wmold + soil gram 113255. Wmold gram 8237
6. Wsoil gram 3088
7. Volume of Soil cm3 1820.83
8. g Gram/cm3 1.70
9. Moisture Content % 14.01
10. Dry Density Gram/cm3 1.49
MOISTURE CONTENT DETERMINATION
Mold No. 1
1. Container No. 71 73 79 1
gr 55.02 28.76 58.48 37.22gr 50.47 27.00 53.67 33.62
gr 4.55 1.76 4.81 3.60
gr 18.29 14.66 18.37 9.15
gr 32.18 12.34 35.30 24.47
7. w % 14.14 14.26 13.63 14.71
% 14.01
DRY DENSITY DETERMINATION
Mold No. 1
1. Moisture Content 0.142. Specific Gravity 1.965
3. ZAV Dry Density 0.24
2. Wcont + Wwet
3. Wcont
+ Wdry
4. Wwater
5. Wcont
6. Wdry
8. Waverage
10 12 14 16 181.42
1.44
1.46
1.48
1.5
1.52
1.54
1.56
1.58
1.6
1.42
1.59
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COMPACTION TEST
2 3 4
300 450 600
56 56 56
5 5 5
11516 11575 115128237 8237 8237
3279 3338 3275
1820.83 1820.83 1820.83
1.80 1.83 1.80
14.82 15.34 18.47
1.57 1.59 1.52
2 3 4
5 44 46 48 63 64 68
35.98 43.62 29.84 33.02 61.23 77.16 79.8832.42 39.09 27.07 29.76 54.06 67.68 69.87
3.56 4.53 2.77 3.26 7.17 9.48 10.01
8.56 9.76 8.80 8.61 14.71 18.04 14.52
23.86 29.33 18.27 21.15 39.35 49.64 55.35
14.92 15.44 15.16 15.41 18.22 19.10 18.08
14.82 15.34 18.47
2 3 4
0.15 0.15 0.181.965 1.965 1.965
0.25 0.26 0.31
16.6 1.4216.6 1.59
10 1.59
20 22
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5
750
56
5
114058237
3168
1820.83
1.74
20.08
1.45
5
35 55 82
44.70 27.78 74.5638.79 24.70 64.77
5.91 3.08 9.79
9.90 9.69 13.98
28.89 15.01 50.79
20.46 20.52 19.28
20.08
5
0.201.965
0.33
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berat awal+ring 169.53 grBerat ring 66.86 grBerat akhir 85.08 grBerat kering 46.68 gr
TANGGAL
WAKTU BEBAN(KG) Tanpa Beban15 detik
1 menit
2' 15"
4'
6' 15"9'12' 15"
16'25'36'49'64'
500gr√t dial reading √t
0.00 0 0.00
0.50 0.03 0.50
1.00 0.04 1.001.50 0.05 1.50
2.00 0.05 2.00
2.50 0.06 2.50
3.00 0.07 3.00
3.50 0.07 3.50
4.00 0.07 4.00
5.00 0.07 5.00
6.00 0.07 6.00
7.00 0.07 7.00
8.00 0.08 8.00
9.00 9.0010.00 10.00
√t dial reading0.00 00.50 0.03
1.00 0.041.50 0.05
2.00 0.052.50 0.063.00 0.07
0.00 1.00 2.00 3.00 4.00
0.01
0.020.03
0.04
0.05
0.06
0.07
0.08
0.09
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3.50 0.074.00 0.075.00 0.076.00 0.077.00 0.078.00 0.089.00
10.00
4 kg√t dial reading
0.00 1.050.50 1.171.00 1.281.50 1.32.00 1.422.50 1.5
3.00 1.543.50 1.64.00 1.655.00 1.866.00 1.967.00 1.998.00 2.039.00
10.00
2kg√t dial reading
0.00 3.590.50 3.871.00 3.831.50 3.83
2.00 3.822.50 3.813.00 3.83.50 3.794.00 3.785.00 3.676.00 3.57.00 3.4
8.00 3.259.00
10.00
0.48
2.75
0.00 1.00 2.00 3.00 4.
0
0.5
1
1.5
2
2.5
0.00 1.00 2.00 3.002.8
3
3.2
3.4
3.6
3.8
4
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11-Apr-12 12-Apr-12 13-Apr-12 14-Apr-12
500(gr) 1 2 40 0.14 0.67 1.05
0.03 0.21 0.93 1.17
0.04 0.3 1.04 1.28
0.05 0.35 1.13 1.3
0.05 0.41 1.15 1.42
0.06 0.42 1.25 1.50.07 0.44 1.3 1.540.07 0.45 1.34 1.6
0.07 0.46 1.37 1.650.07 0.48 1.42 1.860.07 0.5 1.45 1.960.07 0.51 1.48 1.990.08 0.52 1.5 2.03
2 kg1 kg √t dial readingdial reading 0.00 0.67
0.14 0.50 0.930.21 1.00 1.04
0.3 1.50 1.130.35 2.00 1.150.41 2.50 1.250.42 3.00 1.30.44 3.50 1.340.45 4.00 1.370.46 5.00 1.420.48 6.00 1.450.5 7.00 1.48
0.51 8.00 1.50.52 9.00
10.00
√t0.00
0.50
1.00
1.50
2.00
2.50
0 5.00 6.00 7.00 8.00 9.00
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3.00
3.50
4.00
5.00
6.00
7.00
8.00
9.00
10.00
√t0.00
0.50
1.00
1.50
2.00
2.50
3.003.50
4.00
5.00
6.00
7.00
8.00
9.00
10.00
√t0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
5.00
6.00
7.00
8.00
9.00
10.00
scale load (kg)Applied Pressure
(kg/cm2)Final dial reading
(mm)Accumulatif dial
change (cm)
0 5.00 6.00 7.00 8.00 9.00
4.00 5.00 6.00 7.00 8.00 9.00
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0 0 0 0
0.01 0,5 0.08 0.01
0.02 1 0.52 0.04
0.03 2 1.5 0.1
0.06 4 2.03 0.05
0.13 8 2.91 0.090.26 16 4.1 0.12
0.03 2 3.25 -0.08
0.01 0,5 2.18 -0.11
Beban H awalΔ H akhirΔ
0 0 0 2.750.5 0.02 0 0.08
1 0.03 0.14 0.52
2 0.06 0.67 1.5
4 0.13 1.05 2.03
8 0.26 1.56 2.91
16 0.51 2.62 4.1
2 0.06 3.59 3.25
0.5 0.02 2.13 2.18
0.16
2.59
-2.52
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15-Apr-12 16-Apr-12 17-Apr-12 18-Apr-12
8 16 2 500(gr)1.56 2.62 3.59 2.131.85 2.84 3.87 2.22
2.09 1.86 3.83 2.23
2.32 2.86 3.83 2.23
2.52 2.86 3.82 2.23
2.69 2.86 3.81 2.232.84 2.87 3.8 2.222.89 2.89 3.79 2.22
2.89 2.95 3.78 2.212.89 3.15 3.67 2.212.89 3.39 3.5 2.22.91 3.78 3.4 2.192.91 4.1 3.25 2.18
4 kg√t dial reading √t
0.00 1.05 0.00
0.50 1.17 0.50
1.00 1.28 1.00
1.50 1.3 1.502.00 1.42 2.00
2.50 1.5 2.50
3.00 1.54 3.00
3.50 1.6 3.50
4.00 1.65 4.00
5.00 1.86 5.00
6.00 1.96 6.00
7.00 1.99 7.00
8.00 2.03 8.00
9.00 9.00
10.00 10.00
1 kgdial reading
0.140.210.3
0.350.410.42
0.00 1.00 2.00 3.00 4.00 5.00
0
0.1
0.2
0.3
0.4
0.5
0.6
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0.440.450.460.480.5
0.510.52
8 kgdial reading
1.561.852.092.322.522.69
2.842.892.892.892.892.912.91
500 grdial reading
2.132.222.232.232.232.232.222.222.212.212.22.19
2.18
Ratio Void Ratio Fitting time sec
2H - Hs (cm) E = t90 (detik)
Sample height 2H(cm)
Average sampleheight 2Ha (cm)
0.00 1.00 2.00 3.00 4.00 5.000
0.5
1
1.5
2
2.5
3
3.5
0.00 1.00 2.00 3.00 4.00 5.0
2.08
2.1
2.12
2.14
2.16
2.18
2.2
2.222.24
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2 1.440 2.571
1.992 1.432 2.557 1.970 21.6
1.948 1.388 2.479 1.899 25.35
1.850 1.290 2.304 1.824 21.6
1.797 1.237 2.209 1.753 29.4
1.709 1.149 2.052 1.650 21.61.590 1.030 1.839 1.633 21.6
1.675 1.115 1.991 1.729 20.18
1.783 1.223 2.183
HiΔ HsΔ eo eiΔ Angka Pori
2.75 2.75 2.750.08 0.48 2.75 0.16 2.59
0.39 0.48 2.75 0.8 1.95
0.83 0.48 2.75 1.73 1.03
0.98 0.48 2.75 2.04 0.71
1.35 0.48 2.75 2.81 -0.06
1.48 0.48 2.75 3.08 -0.33
-0.34 0.48 2.75 -0.71 3.46
0.04 0.48 2.75 0.09 2.66
0 0.1 0.2 0.3 0.4
-1
-0.5
0
0.5
1
1.5
2
2.5
3
3.5
4
pressure
void
ratio
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8 kg 16 kgdial reading √t dial reading √t
1.56 0.00 2.62 0.00
1.85 0.50 2.84 0.50
2.09 1.00 1.86 1.00
2.32 1.50 2.86 1.502.52 2.00 2.86 2.00
2.69 2.50 2.86 2.50
2.84 3.00 2.87 3.00
2.89 3.50 2.89 3.50
2.89 4.00 2.95 4.00
2.89 5.00 3.15 5.00
2.89 6.00 3.39 6.00
2.91 7.00 3.78 7.00
2.91 8.00 4.1 8.00
9.00 9.00
10.00 10.00
2 kg√t dial reading
0.00 0.67
0.50 0.931.00 1.04
1.50 1.132.00 1.152.50 1.25
0.
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
6.00 7.00 8.00 9.00 10.00
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3.00 1.33.50 1.344.00 1.375.00 1.426.00 1.457.00 1.488.00 1.5
9.00
10.00
16 kg√t dial reading
0.00 2.620.50 2.841.00 1.861.50 2.862.00 2.86
2.50 2.863.00 2.873.50 2.894.00 2.955.00 3.156.00 3.397.00 3.788.00 4.19.00
10.00
1.34
Cv cm2/sec x 104
6.00 7.00 8.00 9.00
0.00
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
0 6.00 7.00 8.00 9.00
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0.152
0.121
0.131
0.089
0.1070.105
0.126 0.58
0.5 0.6
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0 0
0,0079 0,5
0,0159 1
0,0319 22kg 500 gr
0,0639 4dial reading √t dial reading3.59 0.00 2.13
0,1279 83.87 0.50 2.223.83 1.00 2.23
0,2558 163.83 1.50 2.233.82 2.00 2.23
0,0319 23.81 2.50 2.233.8 3.00 2.22
0,0079 0,53.79 3.50 2.223.78 4.00 2.213.67 5.00 2.213.5 6.00 2.23.4 7.00 2.193.25 8.00 2.18
9.00
10.00
AppliedPressure(kg/cm2)
scale load(kg)
.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00
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1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00
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0
0,0079
0,0159
0,03190,0639
0,1279
0,2558
0,0319
0,0079
pp ePressure(kg/cm2)
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Ratio Void Ratio
E = t90 (detik)
0 0 2 1.440 2.571
0.08 0.01 1.992 1.432 2.557 1.970
0.52 0.04 1.948 1.388 2.479 1.899
1.5 0.1 1.850 1.290 2.304 1.824
2.03 0.05 1.797 1.237 2.209 1.753
2.91 0.09 1.709 1.149 2.052 1.650
4.1 0.12 1.590 1.030 1.839 1.633
3.25 -0.08 1.675 1.115 1.991 1.729
2.18 -0.11 1.783 1.223 2.183
Final dialreading (mm)
Accumulatif dialchange (cm)
Sample height2H (cm)
Average sampleheight 2Ha (cm)
Fittingtime sec
2H - Hs(cm)
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`
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Ratio Void Ratio
(cm)
0 0 0 2 1.440 2.571
0,5 0.08 0.01 1.992 1.432 2.557 1.970
1 0.52 0.04 1.948 1.388 2.479 1.899
2 1.5 0.1 1.850 1.290 2.304 1.8244 2.03 0.05 1.797 1.237 2.209 1.753
8 2.91 0.09 1.709 1.149 2.052 1.650
16 4.1 0.12 1.590 1.030 1.839 1.633
2 3.25 -0.08 1.675 1.115 1.991 1.729
0,5 2.18 -0.11 1.783 1.223 2.183
scale load(kg)
Final dialreading (mm)
ccumu adial change
(cm)
amp eheight 2H
(cm)
samp e
height 2Ha(cm)
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Cv cm2/sec x104
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sec
Cv cm2/sec x 104