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<br />9800 <br />.-. <br />a 9700 <br />a~ <br />w <br />~..i <br />9600 <br />N <br />~ 9500 <br />O <br />~ 9400 <br />I <br />9300 <br />100 <br />30000 <br />..- <br />a 25000 <br />V~ 20000 <br />W <br />N <br />cn <br />15000 <br />w <br />o= <br />N <br />10000 <br /> <br />N 5000 <br /> <br />Q <br />m 0 <br />100 <br />300 500 700 <br />vertical normal <br /> 25 <br />rn <br /> <br /> 20 <br />N <br />W <br />~ 15 <br /> <br />z - <br />Q <br />w 10 <br />U <br /> <br />O <br />w 5 <br />1100 100 <br />300 500 700 900 1100 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 13.46 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 = 1.528 <br />900 <br /> 3000 <br />.-. <br />o_ <br />y <br />v 2000 <br />N <br />v 1000 <br /> <br />O <br />w <br />w 0 <br />U <br />J <br />N -1000 <br />1100 100 <br />pore water <br />u <br />• <br />INTERSLICE FORCES <br />THRUST LINE LOCATION <br />300 500 700 900 <br />X-COORDS (feet) <br />