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400 <br />350 <br />300 <br />z <br />250 <br />w <br />w 200 <br />150 <br />100 <br />50 <br />L MSW strength defined by K.--jlan, et ol. (1995) as presented .n Duncan and Wright (2005) <br />500 psf for normal =sire=_s < 770 psf <br />O = 33' for normoi stress > 770 psf <br />0 100 200 300 400 500 <br />61 <br />,�.,w. o Shaw Environmental, Inc, <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />GEOTECHNICAL PROPERTIES <br />STATIC FACTOR <br />YIELD <br />SEISMIC <br />TOTAL <br />SHEAR <br />STRENG?H <br />UNIT <br />COHESION <br />FRICTION ANGLE <br />LAYER <br />MATERIAL <br />WEIGHT <br />o. <br />VERTICAL EXPANSION <br />A <br />2.04 <br />SLOPE STABILITY CROSS SECTION 2-2' <br />(PCF) <br />(PSF) <br />o. <br />(D -G) <br />01 <br />MSW <br />90 <br />NOTE 1 <br />NOTE 1 <br />0.08 <br />SMOOTH GEOMEMBRANE-GEONET <br />OR GEOTEXTILE INTERFACE <br />100 <br />0 <br />.G <br />SMOOTH EOMEMBRANE-GEONE. <br />XTILE INTERFACE <br />10f, <br />0 <br />10 <br />L MSW strength defined by K.--jlan, et ol. (1995) as presented .n Duncan and Wright (2005) <br />500 psf for normal =sire=_s < 770 psf <br />O = 33' for normoi stress > 770 psf <br />0 100 200 300 400 500 <br />61 <br />,�.,w. o Shaw Environmental, Inc, <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />FAILURE <br />STATIC FACTOR <br />YIELD <br />SEISMIC <br />SURFACE <br />OF SAFETY <br />ACCELERATION <br />DISPLACEMENT <br />NORTH COUNTY RECYCLING CENTER <br />(g') <br />(INCHES) <br />STATIC <br />PROJECT NO. <br />VERTICAL EXPANSION <br />A <br />2.04 <br />SLOPE STABILITY CROSS SECTION 2-2' <br />SEISMIC <br />Q <br />- <br />0.111 <br />0.08 <br />"g" represents the acceleration of grovity " units of feet per time s<aur—d (12.2 1i/"':2) <br />000 700 800 900 1000 1100 <br />DISTANCE (FT) <br />400 <br />350 <br />300 <br />z <br />250 0 <br />a <br />w <br />200 w <br />150 <br />- i00 <br />50 <br />i <br />1200 1300 <br />DATE DEC.2005 <br />FIGURE 4 <br />OWN JSB <br />COUNTY OF SAN JOAQUIN <br />APP BMY <br />NORTH COUNTY RECYCLING CENTER <br />REV 2 <br />AND SANITARY LANDFILL <br />PROJECT NO. <br />VERTICAL EXPANSION <br />118040 <br />SLOPE STABILITY CROSS SECTION 2-2' <br />