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