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<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 _
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<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
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<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
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<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 % -
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<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
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<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 />
|