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1000 <br />900 <br />800 <br />700 <br />LL <br />N <br />o- 600 <br />U <br />z 500 <br />0 <br />= 400- <br />0 <br />U <br />3(00 <br />200- <br />100 <br />0 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 />GeoLogic :Associates <br />-cultgi315, Hyjroglo:_li_ti. 0 i Fngiraer; <br />DRAWN BY: DATE: JOB N0, <br />VL MAY 2001 2001-005 <br />