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2.7 <br />Geocon Consultants, Inc. <br />6671 Brisa Street Project: <br />Livermore, CA 94550 Location: <br />Telephone: 925-371-5900 Proj. No.: <br />Fax: 925-371-5915 <br />4470 <br />4468 <br />Failure Photo <br />3.5' <br />B1 <br />Brown Silty CLAY <br />6.03 <br />12.7 <br />0.5263Strain Rate (%/min) <br />Strain at Failure (%) <br />Estimated Specific Gravity <br />Dry Density (pcf) <br />Major Principal Stress at Failure (psf) <br />Moisture Content (%) <br />Height (inch) average of 3 <br />2.41 <br />100.4 <br />50.6Saturation (%) <br />Diameter (inch) average of 3 <br />Resurrection Greek Orthodox Church <br />Pleasanton, CA <br />Shear Strength (lbs/ft2) <br />Unconfined Compressive Strength (ASTM D2166) <br />Sample Depth (feet) <br />Sample Description <br />Initial Conditions at Start of Test <br />Shear Test Conditions <br />Boring Number <br />Material Description <br /> Figure B2 <br />1.3 <br />Unconfined Compressive Strength (lbs/ft2) <br />Unconfined Compressive Strength (tons/ft2)2.2 <br />Test Results <br />Shear Strength (tons/ft2) <br />E9164-04-01 <br />1.1 <br />2234 <br />0 <br />500 <br />1000 <br />1500 <br />2000 <br />2500 <br />3000 <br />3500 <br />4000 <br />4500 <br />5000 <br />0.00 0.50 1.00 1.50 2.00 2.50Deviator Stress, psfStrain, % <br />STRESS-STRAIN