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U <br />C <br />113363 <br />i <br />SAN JOAQUIN COUNTY <br />DEPARTMENT OF PUBLIC WORKS <br />NORTH COUNTY SANITARY LANDFILL <br />-�Qoll LM <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />REFUSE STRENGTH PARAMETERS <br />FIGURE <br />PROJECT NO. <br />%939-02.17 <br />1000 <br />800 <br />-4� <br />CO <br />a <br />600 <br />Z <br />0 <br />Fn <br />Uj <br />0 <br />U <br />400 <br />U <br />200 <br />0 <br />10 <br />15 20 25 30 <br />0, INTERNAL ANGLE OF FRICTION, degrees <br />CONSERVATIVE <br />SHEAR STRENGTH PARAMETERS FOR REFUSE <br />NOTE: <br />The <br />shear strength <br />parameters shown are based on data obtained from a <br />field <br />test <br />performed <br />at the Operating Industries Sanitary Landfill located in <br />Southern <br />California <br />(Converse et al., 1975) <br />Was <br />i <br />SAN JOAQUIN COUNTY <br />DEPARTMENT OF PUBLIC WORKS <br />NORTH COUNTY SANITARY LANDFILL <br />-�Qoll LM <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />REFUSE STRENGTH PARAMETERS <br />FIGURE <br />PROJECT NO. <br />%939-02.17 <br />