Tabel2 Indeks Properties

7/31/2019 Tabel2 Indeks Properties

http://slidepdf.com/reader/full/tabel2-indeks-properties 1/49

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



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



beban

lengAN BEBAN

TEGANGAN

2

167.32

65.6957.88

101.63

1.76



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



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



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



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



0.0407522 88.990



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



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



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)



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



91

6.67

6.32

0.35

4.33

1.99

17.59

54

10000000000



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



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



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



0.63 0.87

0.2375 0.2560

1.951.86

0.80 0.90 1.00



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)



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



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





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



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



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



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



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



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



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



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



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





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



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



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



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



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



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



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


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



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


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



0.152

0.121

0.131

0.089

0.1070.105

0.126 0.58

0.5 0.6



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



1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00



0

0,0079

0,0159

0,03190,0639

0,1279

0,2558

0,0319

0,0079

pp ePressure(kg/cm2)



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)



`



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)



Cv cm2/sec x104





sec

Cv cm2/sec x 104

Date post:	05-Apr-2018
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Tabel2 Indeks Properties

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