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<br />9800 <br />i 9700 <br />m <br />96b0 <br />N <br />~ 9500 <br />O <br />O <br />U 9400 <br />} <br />9300 <br />100 <br />30000 <br />.,- <br />a 25000 <br />N 20000 <br />W <br /> <br />N 15000 <br />w <br />o' <br />N <br />10000 <br /> <br />N 5000 <br /> <br />a <br />m p <br />100 <br />300 <br />vertical <br />500 700 <br />normal <br /> 40 <br />rn <br />~ 35 <br />v <br />.~ <br /> 30 <br />N <br />W <br />~ 25 <br /> _ <br />z <br />a 20 <br />w <br />~ 15 <br /> <br />O <br />w 10 <br />1100 100 <br />300 500 700 900 1100 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 24.44 deg. <br />300 500 700 900 1100 <br />X-COORDS (feet) <br />Stability Eval.: Section C-C' <br />SPENCER'S METHOD, FOS for Specified Surface = 1 .067 <br />900 <br /> 3000 <br />.-~ <br />a_ <br /> 2000 <br />N <br />U 1000 <br />o: <br />O <br />w <br />w 0 <br />U <br />J <br />~ -1000 <br />1100 100 <br />pore water <br />• <br />• <br />INTERSLICE FORCES <br />THRUST LINE LOCATION <br />300 500 700 900 <br />X-COORDS (feet) <br />