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w w 20 w r- ¢ 0 15 O ti c 10 6" 0 2 4 6 8 1C 2 14 16 18 20 AxIAL SIRA,% PIRG 6 5 4 U. W I` C 3 a 2 a 1 -Y �T I I� - +T 7 7$I - -1- F FI 1.I' 4 4 + Y 4 t, !4 4. L-T • 1 1r- - --1�t- + ± ±r t + T t'r:i 0 2 4 6 8 1C 2 14 16 18 20 AxIAL SIRA,% PIRG 6 5 4 U. W I` C 3 a 2 a 1 -Y + rr 1 tE1t f 0 2 4 6 8 10 12 14 16 18 20 AXIAL STRAIN, PERCENT 3 e W ¢ N W ¢ a W ¢ a 1 z r } 1 _ , r _ r YI 1. i.1 IL r T IrT 4L .. + 1 Y I� r L1 + 4 I� }1+[r 4 r rte L - + _ rl tit t _ t I T rrt: Y f. Ir r- t- li*T �- I tr L r - T� r -' -' CA 6 BG 0 2 4 6 8 10 12 14 16 18 20 AX' %L rr, _I'. PIE- F % - 15 w v, 10 U s LL C ill 5 Job No 21 358 _ Date 127 107 Typeof Test Multista -e- saturated, consolidated, undrained SHEAR STRENGTH OF SOIL �TRIAXIAL COMPRESSION SHEAR VALUES I L -[ -r + T? - '.�1 III LLL Effective Stresses Total Stresses -�+ 1`7 t - _ _ C + t 4=29.50 250 o 270 C= p _. _ trrr *r — effective stress I � _ I� -t" I Y1 r—�C'. t I - -- -�_ -- 1 �, ?71 _ :._I fora strew. . - t 4 L iiy - t , - �� _ r -- L- i t t r Tt r�� 1` - ., �-� r ,. - -- I Tt- I L T _! �k rt�t Y �'C—i 5 1 I� ze Z5 30 NORMAL STRESS , 105 f Specimen Location Initial Specimen Data -- Soil Boring Depth Sample Length Diameter Dry Moisture Description Stage Numher (Ft) Type (in) (in) Density Content (P. C.F.) ( %) I R1 12 " 3,511 1.932 100. It 6.1 I ing 2 K 12 li e 3,011 1 932 100.4 6.1 3 R1 12 liner 3.511 932 100.4 6.1 Cl y, very sandy Test values at Approx. 3.03;' strain CO E Total Total Effective Effective Remarks ° 2 Confining Axial Deviator Lateral Axial Pore Percent Stage li Stress Stress Stress Stress Stress Pressure Strain E% 1 1.00 2.980 7.022 4.1 2 1.957 6.129 0.893 3.03 All units are 2 1.00 5.760 14 617 8.0157 4.620 13.537 1.080 3.06 in ksf 3 1.00 9.640 22.934 14.294 7. 76.2 22.055 0,973 3.13 Heinarks. IIIIIIVIIIVIIIVIIIVIIIVIIIIIIII _ 003654 1 �T I I� - +T 7 7$I - -1- F FI 1.I' 4 4 + + �.,_j - -. L L-T • 1 1r- - --1�t- + ± ±r t 0 2 4 6 8 10 12 14 16 18 20 AXIAL STRAIN, PERCENT 3 e W ¢ N W ¢ a W ¢ a 1 z r } 1 _ , r _ r YI 1. i.1 IL r T IrT 4L .. + 1 Y I� r L1 + 4 I� }1+[r 4 r rte L - + _ rl tit t _ t I T rrt: Y f. Ir r- t- li*T �- I tr L r - T� r -' -' CA 6 BG 0 2 4 6 8 10 12 14 16 18 20 AX' %L rr, _I'. PIE- F % - 15 w v, 10 U s LL C ill 5 Job No 21 358 _ Date 127 107 Typeof Test Multista -e- saturated, consolidated, undrained SHEAR STRENGTH OF SOIL �TRIAXIAL COMPRESSION SHEAR VALUES I L -[ -r + T? - '.�1 III LLL Effective Stresses Total Stresses -�+ 1`7 t - _ _ C + t 4=29.50 250 o 270 C= p _. _ trrr *r — effective stress I � _ I� -t" I Y1 r—�C'. t I - -- -�_ -- 1 �, ?71 _ :._I fora strew. . - t 4 L iiy - t , - �� _ r -- L- i t t r Tt r�� 1` - ., �-� r ,. - -- I Tt- I L T _! �k rt�t Y �'C—i 5 1 I� ze Z5 30 NORMAL STRESS , 105 f Specimen Location Initial Specimen Data -- Soil Boring Depth Sample Length Diameter Dry Moisture Description Stage Numher (Ft) Type (in) (in) Density Content (P. C.F.) ( %) I R1 12 " 3,511 1.932 100. It 6.1 I ing 2 K 12 li e 3,011 1 932 100.4 6.1 3 R1 12 liner 3.511 932 100.4 6.1 Cl y, very sandy Test values at Approx. 3.03;' strain CO E Total Total Effective Effective Remarks ° 2 Confining Axial Deviator Lateral Axial Pore Percent Stage li Stress Stress Stress Stress Stress Pressure Strain E% 1 1.00 2.980 7.022 4.1 2 1.957 6.129 0.893 3.03 All units are 2 1.00 5.760 14 617 8.0157 4.620 13.537 1.080 3.06 in ksf 3 1.00 9.640 22.934 14.294 7. 76.2 22.055 0,973 3.13 Heinarks. IIIIIIVIIIVIIIVIIIVIIIVIIIIIIII _ 003654 1 CA 6 BG 0 2 4 6 8 10 12 14 16 18 20 AX' %L rr, _I'. PIE- F % - 15 w v, 10 U s LL C ill 5 Job No 21 358 _ Date 127 107 Typeof Test Multista -e- saturated, consolidated, undrained SHEAR STRENGTH OF SOIL �TRIAXIAL COMPRESSION SHEAR VALUES I L -[ -r + T? - '.�1 III LLL Effective Stresses Total Stresses -�+ 1`7 t - _ _ C + t 4=29.50 250 o 270 C= p _. _ trrr *r — effective stress I � _ I� -t" I Y1 r—�C'. t I - -- -�_ -- 1 �, ?71 _ :._I fora strew. . - t 4 L iiy - t , - �� _ r -- L- i t t r Tt r�� 1` - ., �-� r ,. - -- I Tt- I L T _! �k rt�t Y �'C—i 5 1 I� ze Z5 30 NORMAL STRESS , 105 f Specimen Location Initial Specimen Data -- Soil Boring Depth Sample Length Diameter Dry Moisture Description Stage Numher (Ft) Type (in) (in) Density Content (P. C.F.) ( %) I R1 12 " 3,511 1.932 100. It 6.1 I ing 2 K 12 li e 3,011 1 932 100.4 6.1 3 R1 12 liner 3.511 932 100.4 6.1 Cl y, very sandy Test values at Approx. 3.03;' strain CO E Total Total Effective Effective Remarks ° 2 Confining Axial Deviator Lateral Axial Pore Percent Stage li Stress Stress Stress Stress Stress Pressure Strain E% 1 1.00 2.980 7.022 4.1 2 1.957 6.129 0.893 3.03 All units are 2 1.00 5.760 14 617 8.0157 4.620 13.537 1.080 3.06 in ksf 3 1.00 9.640 22.934 14.294 7. 76.2 22.055 0,973 3.13 Heinarks. IIIIIIVIIIVIIIVIIIVIIIVIIIIIIII _ 003654 1 5 1 I� ze Z5 30 NORMAL STRESS , 105 f Specimen Location Initial Specimen Data -- Soil Boring Depth Sample Length Diameter Dry Moisture Description Stage Numher (Ft) Type (in) (in) Density Content (P. C.F.) ( %) I R1 12 " 3,511 1.932 100. It 6.1 I ing 2 K 12 li e 3,011 1 932 100.4 6.1 3 R1 12 liner 3.511 932 100.4 6.1 Cl y, very sandy Test values at Approx. 3.03;' strain CO E Total Total Effective Effective Remarks ° 2 Confining Axial Deviator Lateral Axial Pore Percent Stage li Stress Stress Stress Stress Stress Pressure Strain E% 1 1.00 2.980 7.022 4.1 2 1.957 6.129 0.893 3.03 All units are 2 1.00 5.760 14 617 8.0157 4.620 13.537 1.080 3.06 in ksf 3 1.00 9.640 22.934 14.294 7. 76.2 22.055 0,973 3.13 Heinarks. IIIIIIVIIIVIIIVIIIVIIIVIIIIIIII _ 003654 1 Test values at Approx. 3.03;' strain CO E Total Total Effective Effective Remarks ° 2 Confining Axial Deviator Lateral Axial Pore Percent Stage li Stress Stress Stress Stress Stress Pressure Strain E% 1 1.00 2.980 7.022 4.1 2 1.957 6.129 0.893 3.03 All units are 2 1.00 5.760 14 617 8.0157 4.620 13.537 1.080 3.06 in ksf 3 1.00 9.640 22.934 14.294 7. 76.2 22.055 0,973 3.13 Heinarks. IIIIIIVIIIVIIIVIIIVIIIVIIIIIIII _ 003654 1 Heinarks. IIIIIIVIIIVIIIVIIIVIIIVIIIIIIII _ 003654 1