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• <br />10100 <br />a 10000 <br />a~ <br />w <br />9900 <br />~ 9800 <br />0 <br />O <br />U 9700 <br />r <br />9600 <br />300 <br />25000 <br />w <br />a_ 20000 <br />N <br />w 15000 <br />N <br />N <br />~ 10000 <br /> <br />N <br />w 5000 <br />N <br />Q <br />m p <br /> <br />500 <br />vertical <br />700 900 1100 <br />normal <br /> 50 <br /> rn <br /> a~ <br /> <br /> 40 <br /> (n <br /> w <br /> ~ 30 <br /> _ <br /> Z <br /> Q <br /> w 20 <br /> U <br /> 0: <br /> O <br /> ~- 10 <br /> <br />300 500 700 900 1100 1300 300 500 700 900 <br />X-COORDS (feet) X-COORDS (feet) <br />CC&V Phase IV Sec. B, Block, Static <br />SPENCER'S METHOD, FOS for Specified Surface = 1.509 <br /> 900 <br />m 800 <br />~- 700 <br /> 600 <br />v~ 500 <br />w <br />U <br />400 <br />~ 300 <br />w 200 <br />w <br />U 100 <br />~ 0 <br />N -100 <br />1300 300 <br />pore water <br />500 700 900 1100 1300 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 29.22 deg. <br />1100 1300 <br />INTERSLICE FORCES <br />THRUST LINE LOCATION <br />