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C7 <br />.7 <br />1000- <br />900- <br />800- <br />700- <br />CL <br />000900800700CL 600 <br />U <br />z 500 <br />O <br />Ln <br />= 400- <br />0 <br />U <br />300- <br />200- <br />100- <br />0 <br />0 <br />0020010000 1 2 3 4 5 6 7 8 9 10 11 12 <br />ANGLE OF FRICTION, (DEGREES) <br />FIGURE 3 <br />SHEAR STRENGTH PARAMETERS FOR LINER <br />INTERFACE REQUIRED TO PROVIDE FACTOR OF <br />SAFETY OF 1.5 FOR REFUSE SLOPE STABILITY <br />JOINT TECHNICAL DOCUMENT <br />PROPOSED FORWARD LANDFILL EXPANSION <br />STOCKTON, CALIFORNIA <br />LINNiT <br />Geologic Associates <br />alsis I-ly kr;c 1. i";rind f.. Yr:ers <br />DRAWNBY: DATE: JOB N0. <br />VL MAY 2001 2001-005 <br />