COMPACTION TEST

SOIL SAMPLEWater (CC) 200 80 80 80 80

Weight of container+soil 3.77 3.950 4.08 4.00 3.915

Weight of Wet Soil 1.64 1.81 1.95 1.87 1.78

Wet Density 1.70 1.88 2.02 1.94 1.85

Dish No 16/4 17/4 18/4 19/4 20/4

Weight of Dish+Wet Soil 83.00 66.50 80.50 89.00 73.50

Weight of Dish+Dry Soil 76.50 61.40 71.300 77.50 64.00

Weight of Empty Dish 34.85 34.00 31.45 34.65 31.800

Water (CC) 6.50 5.10 9.200 11.50 9.50

Dry Soils(gm) 41.65 27.4 39.350 42.85 32.20

Moisture Content(%) 15.6 18.6 23.0 26.8 29.5

Dry Density gm/cc 1.47 1.58 1.64 1.53 1.43

M.D.D gm/cc 1.64

OMC (%) 23%

COMPACTION TEST

PROPERTIES OF 95% SOIL & 5% FLY ASH

Water (CC) 200 80 80 80 80

Weight of container+soil 3.756 3.920 4.06 3.98 3.87

Weight of Wet Soil 1.62 1.78 1.93 1.85 1.74

Wet Density 1.68 1.85 2.00 1.92 1.80

Dish No 16/4 17/4 18/4 19/4 20/4

Weight of Dish+Wet Soil 85.00 75.00 79.00 62.50 73.50

Weight of Dish+Dry Soil 77.50 68.20 70.300 55.50 63.50

Weight of Empty Dish 32.75 35.00 34.75 29.150 30.800

Water (CC) 7.50 6.80 8.700 7.00 10.00

Dry Soils(gm) 44.75 33.20 35.55 26.35 32.70

Moisture Content(%) 16.7 20.5 24.4 26.6 30.6

Dry Density gm/cc 1.44 1.53 1.61 1.52 1.37

M.D.D gm/cc 1.61

OMC (%) 25%

COMPACTION TEST

PROPERTIES OF 90% SOIL & 10% FLY ASH

Water (CC) 200 80 80 80 80

Weight of container+soil 3.73 1.82 4.06 4.00 3.86

Weight of Wet Soil 1.60 1.79 1.93 1.88 1.73

Wet Density 1.66 1.86 2.00 1.95 1.79

Dish No 13/4 14/1 15/4 16/4 17/4

Weight of Dish+Wet Soil 85.60 81.350 83.60 81.35 80.70

Weight of Dish+Dry Soil 77.00 71.88 72.40 69.35 68.70

Weight of Empty Dish 31.80 31.38 30.40 27.88 30.70

Water (CC) 8.60 9.80 11.20 12.00 12.00

Dry Soils(gm) 45.20 40.50 42.00 41.50 38.00

Moisture Content(%) 19 23.5 26.6 28.9 31.6

Dry Density gm/cc 1.39 1.50 1.58 1.51 1.36

M.D.D gm/cc 1.58

OMC (%) 27%

COMPACTION TESTPROPERTIES OF 85% SOIL & 15% FLY ASH

Water (CC) 200 80 80 80 80

Weight of container+soil 3.82 3.950 4.086 4.00 3.92

Weight of Wet Soil 1.68 1.81 1.95 1.88 1.78

Wet Density 1.74 1.88 2.02 1.95 1.85

Dish No 21/4 22/4 23/4 24/4 25/4

Weight of Dish+Wet Soil 88.53 77.650 93.66 86.90 87.75

Weight of Dish+Dry Soil 83.20 72.150 85.66 77.40 76.75

Weight of Empty Dish 27.78 27.88 34.00 27.40 28.75

Water (CC) 5.33 5.50 8.00 9.50 11.00

Dry Soils(gm) 55.65 44.6 51.66 50.00 48.00

Moisture Content(%) 9.6 12.3 15.5 19.00 22.9

Dry Density gm/cc 1.58 1.67 1.75 1.63 1.50

M.D.D gm/cc 1.75

OMC (%) 16%

COMPACTION TESTPROPERTIES OF 95% SOIL & 5% RICE HUSK ASH

Water (CC) 200 80 80 80 80

Weight of container+soil 3.76 3.90 4.046 3.98 3.93

Weight of Wet Soil 1.62 1.76 1.91 1.85 1.79

Wet Density 1.68 1.83 1.98 1.92 1.83

Dish No 13/4 14/4 15/4 16/4 17/4

Weight of Dish+Wet Soil 84.00 75.00 79.00 62.50 73.50

Weight of Dish+Dry Soil 78.00 69.20 71.50 56.20 64.50

Weight of Empty Dish 32.75 38.00 34.78 29.180 30.80

Water (CC) 6.00 5.80 7.50 6.30 9.00

Dry Soils(gm) 46.25 34.2 36.75 27.05 33.7

Moisture Content(%) 12.9 16.9 20.4 23.3 26.7

Dry Density gm/cc 1.48 1.57 1.64 1.56 1.44

M.D.D gm/cc 1.64

OMC (%) 21%

COMPACTION TESTPROPERTIES OF 90% SOIL & 10% RICE HUSK ASH

Water (CC) 200 70 70 70 70

Weight of container+soil 3.71 3.87 3.98 3.92 3.86

Weight of Wet Soil 1.57 1.74 1.84 1.78 1.73

Wet Density 1.63 1.80 1.91 1.85 1.79

Dish No 16/4 17/4 18/4 19/4 20/4

Weight of Dish+Wet Soil 84.60 81.35 83.60 81.35 80.70

Weight of Dish+Dry Soil 79.00 74.85 75.40 71.85 70.70

Weight of Empty Dish 31.80 31.38 30.40 27.38 30.70

Water (CC) 5.60 6.50 8.20 9.50 10.00

Dry Soils(gm) 48.2 43.5 45.00 44.0 40.00

Moisture Content(%) 11.6 14.9 18.2 21.5 25.0

Dry Density gm/cc 1.46 1.56 1.62 1.53 1.43

M.D.D gm/cc 1.62

OMC (%) 18%

COMPACTION TEST

PROPERTIES OF 85% SOIL & 15% RICE HUSK ASH

Water (CC) 200 60 60 60 60

Weight of container+soil 3.69 3.83 3.95 3.88 3.82

Weight of Wet Soil 1.56 1.69 1.81 1.75 1.68

Wet Density 1.62 1.76 1.88 1.82 1.75

Dish No 15/4 16/4 17/4 18/4 19/4

Weight of Dish+Wet Soil 83.50 70.0 80.50 89.00 73.50

Weight of Dish+Dry Soil 79.00 66.00 73.50 80.50 66.00

Weight of Empty Dish 34.85 34.00 31.48 34.68 31.80

Water (CC) 4.50 4.00 7.00 8.50 7.50

Dry Soils(gm) 44.15 32.00 42.05 45.05 34.20

Moisture Content(%) 10.2 12.5 16.6 18.5 21.9

Dry Density gm/cc 1.47 1.56 1.61 1.54 1.44

M.D.D gm/cc 1.61

OMC (%) 16%

Triaxial Test ResultsB.C. Soil

S.No 1Kg 2Kg 3Kg1 149 247 1952 157 254 3043 163 268 3124 168 279 3205 172.5 292 3326 176 305 3477 180.5 314 3588 186.5 327 3709 200.5 333 38810 215 341 39611 236 349 40512 242 357 41913 255 362 42714 271 375 43215 280 382 445

TRIAXIAL SHEAR TESTBLACK COTTON SOIL

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 280 62.65 4.402 15 14.24 382 85.44 6.003 15 14.24 445 99.68 7.00

Cohesion 0.5Angele of Friction 24

Proving Ring constant=0.224

Triaxial Test ResultsB.C. Soil+ Flyash 5%

S.No 1Kg 2Kg 3Kg1 99 199 299.52 105 204 308.53 110.5 210.5 3124 115 215 3255 122.5 225 336.56 129 229 3477 132.5 235.2 3588 140 242 365.59 146.5 245 37210 152 250.5 37811 159.5 262 383.512 163 270 39213 176.5 285 39914 185 290.5 405.515 190 295 413

TRIAXIAL SHEAR TESTPROPERTIES OF 95% SOIL & 5% RICE HUSK ASH

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 200.22 44.85 3.15

2 15 14.24 292.4 65.5 4.6

3 15 14.24 410 91.84 6.45

Cohesion 0.45Angele of Friction 26.50

Proving Ring constant=0.224

Triaxial Test ResultsB.C. Soil+ Flyash 10%

S.No 1Kg 2Kg 3Kg1 102 165.5 2822 109 173 2873 115.5 186 298.54 124 190.5 3025 136 195 315.56 143.5 202.5 3297 149 210 3378 152.5 227.5 343.59 167 238 35710 176 242 36211 182.5 249.5 374.512 188 257 38613 195.5 269 392.514 202 275.5 39815 210 280 407

TRIAXIAL SHEAR TESTPROPERTIES OF 90% SOIL & 10% FLY ASH

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 210 46.99 3.302 15 14.24 280 62.55 4.403 15 14.24 407 91.13 6.40

Cohesion 0.4Angele of Friction 28

Proving Ring constant=0.224

Triaxial Test ResultsB.C. Soil+ Flyash 15%

S.No 1Kg 2Kg 3Kg

1 76.5 186 322.52 82 198 3293 87.5 209 3364 92 215.5 3425 96.5 229 347.56 101 236 3527 107 249.5 3668 116.5 252 3739 127 264 38610 143 276 392.511 155.5 282.5 39812 167 286 40813 178 298 412.514 182.5 307.5 41815 190 318 426

TRIAXIAL SHEAR TESTPROPERTIES OF 85% SOIL & 15% FLY ASH

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 190 42.72 3.002 15 14.24 318 71.20 5.003 15 14.24 426 95.40 6.70

Cohesion 0.30Angele of Friction 27

Proving Ring constant=0.224

Triaxial Test Results

B.C. Soil+ Rice husk ash 5%

S.No 1Kg 2Kg 3Kg

1 67 167 286

2 76 177 294

3 83 186 308

4 98 195 311

5 106 203 317

6 119 219 324

7 124 227 335

8 133 234 343

9 147 248 351

10 154 255 369

11 168 262 376

12 173 271 382

13 189 279 195

14 196 285 404

15 200.22 292.4 410

TRIAXIAL SHEAR TESTPROPERTIES OF 95% SOIL & 5% RICE HUSK ASH

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 200.22 44.85 3.15

2 15 14.24 292.4 65.5 4.6

3 15 14.24 410 91.84 6.45

Cohesion 0.45

Angele of 26.50

FrictionProving Ring constant=0.224

Triaxial Test Results

B.C. Soil+ Rice husk ash 10%S.No 1Kg 2Kg 3Kg

1 82 209 3622 89 219 3683 95 226 3724 101 131 3795 107 139 3846 114 242 3907 123 249 3968 130 258 4019 139 264 40610 147 279 41611 154 285 42112 166 294 42713 175 309 43214 189 315 43915 197 324.19 445

TRIAXIAL SHEAR TESTPROPERTIES OF 90% SOIL & 10% RICE HUSK ASH

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 197 44.14 3.1

2 15 14.24 324.19 72.62 5.1

3 15 14.24 445 99.68 7.0

Cohesion 0.4

Angele of Friction 29

Proving Ring constant=0.224

Triaxial Test Results

B.C. Soil+ Rice husk ash 15%S.No 1Kg 2Kg 3Kg

1 148 916 3702 152 921 3763 158 927 3814 160 933 3855 168 940 3916 172 946 3947 178 952 3998 184 957 4069 190 961 41110 196 966 41711 200 972 42212 206 976 42813 212 981 43214 218 987 43715 222.5 993.3 443.39

TRIAXIAL SHEAR TESTPROPERTIES OF 85% SOIL & 15% RICE HUSK ASH

Applied lateral pressure in

kg/cm2

Stain dail @ sample failure

Corrected area in cm2

Stress dail

reading

Stress kg cm2

Unity stress kg cm2

1 15 14.24 222.5 49.84 3.52 15 14.24 993.30 68.35 4.83 15 14.24 4434.39 93.98 6.6

Cohesion 0.4Angele of Friction 28

Proving Ring constant=0.224

VERTICAL FALLING HEAD PERMEABILITY DATA SHEET

  B.C. Soil Flyash Rice husk

Admixture Percentage   5% 10% 15% 5% 10% 15%

Tube No. 1 2 3 4 5 6 7

Vol. of mould in C.C 919 919 919 919 919 919

Perv

ious

Wt. of soil in K.Gs 1509.16 1509.16 1509.16 1509.16 1509.16 1509.16

Vol. Of water in C.C 34664.68 34664.68 34664.68 34664.68 34664.68 34664.68

Max.Dry Density/Field Dry Density 1.64 1.64 1.64 1.64 1.64 1.64

O.M.C/ F.M.C 23 23 23 23 23 23

Initial Time - Final Time

9:30 -9:30

9:30 -9:30

9:30 -9:30

9:30 -9:30

9:30 -9:30

9:30 -9:30

Interval in Secs. 86400 86400 86400 86400 86400 86400

H1 in cms. 100 100 100 100 100 100

H2 in cms. 99 97.5 98.3 99.1 94 80.5

Log H1-Log H2 4.36x10-3 0.011 7.45x10-3 3.92x10-3 0.026 0.094

K1 5.05x10-8 1.27x10-7 8.62x10-8 4.54x10-8 3.11x10-7 1.09x10-6

K2 3.96x10-7 9.98x10-7 6.76x10-7 3.56x10-7 2.44x10-6 8.55x10-6

K in Cm / Sec. 0.39x10-6 0.99x10-6 0.67x10-6 0.35x10-6 2.44x10-6 8.55x10-6

K 1=log H1− logH2

TK 2=2.303 aL

A

SIEVE ANALYSISB.C. Soil

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 23.10 496.90 99.38 2.360 F1= (P1/W1)=100/500=0.21.18mm 15.10 481.80 96.38 1.180

600micron 5.70 476.10 95.22 0.600 %passing 75 micron=%83.38300micron 20.70 455.40 91.00 0.300150micron 26.10 429.30 85.86 0.150 Gravel %= Nill75micron 12.40 416.90 83.38 0.075 Sand %= 16.62

Total 103.10      

% Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 33 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=50%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 57 -2 55    

5048.530 52 -2 50    60 48 -2 46    250 34 -2 32 54.4 5385.71440 30 -2 28 47.6 47.12

SIEVE ANALYSISPROPERTIES OF 95% SOIL & 5% RICE HUSK

ASH

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 12.50 487.50 97.50 2.360 F1= (P1/W1)=100/500=0.21.18mm 30.70 456.80 91.36 1.180

600micron 7.00 449.80 89.96 0.600 %passing 75 micron=%79.14300micron 19.60 430.20 86.04 0.300150micron 19.80 14.40 82.08 0.150 Gravel %= Nill75micron 14.70 395.70 79.14 0.075 Sand %= 20.86

Total 104.30      % Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 33.14 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=46%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 55 -2 53    

4570.830 53 -2 51    60 49 -2 47    250 38 -2 36 61.56 6094.41440 20 -2 18 30.78 3047.2

SIEVE ANALYSISPROPERTIES OF 90% SOIL & 10% RICE HUSK

ASH

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 11.60 488.40 97.68 2.360 F1= (P1/W1)=100/500=0.21.18mm 28.40 460.00 92.00 1.180

600micron 8.90 451.10 90.22 0.600 %passing 75 micron=%77.66300micron 23.10 428.00 85.60 0.300150micron 26.90 401.10 80.22 0.150 Gravel %= Nill75micron 12.80 388.30 77.66 0.075 Sand %= 22.34

Total 111.70      % Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 21.66 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=56%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 56 -2 54     5671.00

30 55 -2 53    60 51 -2 49    250 40 -2 38 64.98 6433.021440 31 -2 29 49.59 4909.4

SIEVE ANALYSISPROPERTIES OF 85% SOIL & 15% RICE HUSK

ASH

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 10.30 489.70 97.94 2.360 F1= (P1/W1)=100/500=0.21.18mm 29.00 460.70 92.14 1.180

600micron 8.55 452.15 90.43 0.600 %passing 75 micron=%74.75300micron 23.55 428.60 85.72 0.300150micron 37.35 391.25 78.25 0.150 Gravel %= Nill75micron 17.50 373.75 74.75 0.075 Sand %= 25.25

Total 126.25      % Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 19.75 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=55%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 54 -2 52    

5501.9030 53 -2 51    60 50 -2 48    250 39 -2 37 63.27 6263.731440 30 -2 28 47.88 4740.12

SIEVE ANALYSISPROPERTIES OF 95% SOIL & 5% FLY ASH

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 10.90 489.10 97.82 2.360 F1= (P1/W1)=100/500=0.21.18mm 32.70 456.40 91.28 1.180

600micron 9.40 447.00 89.40 0.600 %passing 75 micron=%74.75300micron 19.40 427.60 85.52 0.300150micron 21.90 405.70 81.14 0.150 Gravel %= Nill75micron 12.75 392.95 78.59 0.075 Sand %= 21.40

Total 107.05      % Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 33.6 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=45%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 42 -2 40    

4459.5030 37 -2 35    60 35 -2 33    250 27 -2 25 42.50 4207.501440 10 -2 8 13.60 4712.40

SIEVE ANALYSISPROPERTIES OF 90% SOIL & 10% FLY ASH

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 11.05 488.95 97.79 2.360 F1= (P1/W1)=100/500=0.21.18mm 29.35 459.60 91.92 1.180

600micron 7.20 452.40 90.48 0.600 %passing 75 micron=%79.50300micron 17.50 434.90 86.98 0.300150micron 23.20 411.70 82.34 0.150 Gravel %= Nill75micron 14.35 397.35 79.47 0.075 Sand %= 20.50

Total 102.65      % Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 47.50 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=32%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 45 -2 43    

3213.5030 41 -2 39    60 37 -2 35    

250 28 -2 26 44.20 4375.801440 13 -2 11 18.70 1851.30

SIEVE ANALYSISPROPERTIES OF 85% SOIL & 15% FLY ASH

I.S. Sieve Size

Wt. Retained

Cum. WeightPassing (gms)

% TotalParticle

Size (mm)

2.36mm 12.55 487.45 97.49 2.360 F1= (P1/W1)=100/500=0.21.18mm 26.40 461.05 92.21 1.180

600micron 7.20 453.85 90.77 0.600 %passing 75 micron=%79.00300micron 19.30 434.55 86.91 0.300150micron 25.90 408.65 81.73 0.150 Gravel %= Nill75micron 13.55 395.10 79.02 0.075 Sand %= 21.00

Total 104.90      % Pass through 4.75 mm sieve (PI)=100% Silt % :0.075 to 0.0002 = 44.00 %

Wt. Of sample washed (WI)=500gms. Clay<0.002=35%

Temp. in Deg

Hydrometer Reading Effective

length ( L)

%SoilSuspejsio

nRa

% Totalpass=Px%

Passing 2.00Actual CorrectionCorrected Reading

( R )15 48 -2 46    

3541.8030 45 -2 43    60 46 -2 44    250 30 -2 28 47.60 4712.401440 16 -2 14 23.94 2370.06

FREE SWELL INDEX

B.C. Soil+FlyashAdmixturePercentag

e

Container No.

Intial Value

Final Value

5 1 10.00 10.5010 2 10.50 11.0015 3 11.00 10.5020 4 10.50 11.00

FREE SWELL INDEX

B.C. Soil+Rice husk ashAdmixturePercentag

e

Container No.

Intial Value

Final Value

5 1 12.00 12.5010 2 13.00 14.0015 3 14.00 15.5020 4 18.00 19.00

FREE SWELL INDEX