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Shear Strength by Direct Shear <br /> (Small Shear Box) mho <br /> INTERNATIONAL <br /> Client TRC Companies Lab Ref <br /> Project Kersey Sand Mine Job FC 11079.001 <br /> Borehole TH-7 Sample 13.5'-15' <br /> Test Summary <br /> Reference A B C <br /> Normal Stress 6.94 psi 13.89 psi 20.83 psi <br /> Peak Strength 3.15 psi 7.80 psi 12.59 psi <br /> Residual Stress N/A N/A N/A <br /> Rate of Shear Stage 1: Stage 1: Stage 1: <br /> Displacement 0.029000in/min 0.029000in/min 0.029000in/min <br /> Final Height 0.9852 in 0.9724 in 0.9872 in <br /> Sample Area 4.90873 in2 4.90873 in2 4.90873 in2 <br /> Maximum Shear Stress vs Normal Stress <br /> Peak Shear Stress psi <br /> 13307 - <br /> 12.00- /f Peak • <br /> Angle of Shear F.esistanc <br /> 10.00 <br /> 34.20 »?I Degrees <br /> 8.00- Cohesion <br /> -1.59 <br /> psi <br /> 6.00- <br /> 4.00- <br /> 2.00- <br /> 0.00- <br /> , , � �� �� ��� ��� ,� �� .� �. � <br /> 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 21.87 <br /> Normal Stress psi <br /> ELE International Page 1 of I <br /> FIGURE A-7 <br />