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Isotropic Unconsolidated Undrained Triaxial Test <br /> AL ASTM D2850 <br /> N <br /> °O Mohr Circles <br /> 0 <br /> 1000 <br /> A <br /> 800 <br /> a <br /> 600 <br /> s 400 <br /> 200 <br /> 0 <br /> 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 <br /> a Normal Stress(pst) <br /> .4' <br /> 4-BOl @ 16' 1 21' <br /> b <br /> x <br /> Specimen <br /> U Before Test 4-BO1 @ 16' 4-BO1 @ 21' <br /> Stress-Strain Curve Water Content(%) 34.26 30.74 <br /> Dry Density(pcf) 91.00 93.30 <br /> Saturation(%) 99.33 99.02 <br /> Void Ratio 1.01 0.87 <br /> Diameter(in) 2.400 2.390 <br /> Height(in) 5.210 5.050 <br /> Height-to-Diameter Ratio 2.171 2.113 <br /> o ASTM D4318-Wet Method <br /> c ~ Liquid Limit <br /> c Plastic Limit <br /> y ASTM D854-Assumed <br /> oo Specific Gravity 2.930 2.790 <br /> °O After Test 4-BO1 @ 16' 4-BO1 @ 21' <br /> 0o Water Content(%) 34.26 30.74 <br /> o ° Saturation(%) 99.33 99.01 <br /> v oo Strain Rate(%/min) <br /> Peak Deviator Stress( sf) 1636.4 1055.7 <br /> 0 o Axial Strain @ Failure(%) 15.163 15.248 <br /> A Cell Pressure <br /> o Cell( sf) 709.9 1 849.6 <br /> 0.0 4.0 8.0 12.0 16.0 Back(psf) n/a I n/a <br /> Strain(/°) Principle Stresses at Failure <br /> 61(psf) 2346.3 1905.3 <br /> 0(psf) 709.9 849.6 <br /> Corrected Peak Deviator Stress <br /> Mohr-Coulomb Parameters with a Non-zero Cohesion at Failure with a Zero Friction Angle <br /> Friction Angle(000) (0=0) <br /> Cohesion,c( sf) n/a 818.2 527.8 <br /> Friction Angle 0 n/a n/a n/a <br /> ro ec n o <br /> 0. Project Name: Holly Master Plan-Buildings H&I <br /> q Project Number: 15188.000.006 PH001 <br /> Project Location: Tracy, �NGE0 <br /> Client: Phelan Development went <br /> Description: See exploration los Expect Excellence <br /> b <br /> Test Remarks: <br /> ENGEO Incorporated 17278 Golden Valley Parkway,Lathrop,CA 95330 <br />