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<br />9900 <br />.-. <br />a~ <br />9700 <br />0 <br />0 9500 <br />O <br />U <br />I <br />9300 <br />0 <br />aoooo <br />N <br />~ 30000 <br />W <br />N <br />to 20000 <br />w <br />o! <br />H <br />N 10000 <br />w <br />N <br />a <br />m o <br />0 <br />THRUST LINE LOCATION <br />vertical <br />normal <br /> ao <br />rn <br />~ 35 <br />v <br /> 30 <br />N <br />W <br />~ 25 <br /> <br />z <br />Q 20 <br />w <br />~ 15 <br /> <br />0 <br /> 10 <br />lzoo 0 <br />400 800 1200 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 26.22 deg. <br />aoo $o0 1200 <br />X-COORDS (feet) <br />Stability Eval.: Section B-B' 0.14g <br />SPENCER'S METHOD, FOS for Specified Surface = 1.200 <br /> 3000 <br />.-. <br />a <br />a <br />'1 2000 <br />N <br />U 1000 <br />o: <br />O <br />w <br />w 0 <br />U <br />J <br />N -1000 <br />1200 0 <br />pore water <br />l~ <br />LJ <br />• <br />INTERS LICE FORCES <br />400 800 <br />400 800 <br />X-COORDS (feet} <br />