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{ <br /> I <br /> f <br /> 2.5 <br /> i <br /> 2.0 <br /> m <br /> x <br /> 1. 0 <br /> 0. s <br /> 0 0. 0 0.5 1.0 1. 5 2.0 2. 5 3.0 <br /> NORMAL STRESS (ksf) <br /> SAMPLE NO: 3 FRICTION ANGLE =3 deg <br /> DEPTH: 0.0 ft COHESION = 1.60 ksf <br /> TEST TYPE: Consolidated- Drained <br /> SOIL DESCRIPTION: <br /> DRY DENSITY (pc#) 105.7 <br /> INITIAL WATER CONTENT (%) 9.4 <br /> FINAL WATER CONTENT (%) 9.4 9.4 9.4 <br /> NORMAL STRESS (ksf) 0.623 1.140 2.192 <br /> MAXIMUM SHEAR (ksf) 1.602 1.608 1.692 <br /> DIRECT SHEAR PLATE <br /> KIK L E I N'FE LD E R DSS PIT <br /> SAN JOAQUIN COUNTY, CALIFORNIA 4 <br /> Drafted By: KCC I Project No.: 20-2245-34.M03 <br /> Date: 317100 1File Number: K0774 <br /> Copyriglu Kleinfdder,Inc.2000 <br />