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• <br />10100 <br />a 10000 <br />a~ <br />.,-. <br />9900 <br />N <br />~ 9800 <br />0 <br />0 <br />U 9700 <br />r <br />9600 <br />300 <br />30000 <br />a 20000 <br />N <br />w <br />v> 10000 <br />W <br />D! <br />~' o <br />w <br />Q <br />m -10000 <br />500 700 900 <br />vertical normal <br />70 <br />rn <br /> <br />~ 60 <br /> <br />w 50 <br /> <br />J - <br />(7 <br />z 40 <br />a <br /> <br />V 30 <br />o: <br />0 <br />w 20 <br /> <br />500 700 900 1100 1300 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 46.45 deg. <br />300 500 700 900 1100 1300 300 500 700 900 1100 1300 <br />X-COORDS (feet) X-COORDS (feet) <br />CC&V Phase IV Sec. B, Block, Pseudo <br />SPENCER'S METHOD, FOS for Specified Surface = 1.089 <br />1100 <br /> 900 <br />w 800 <br /> <br />~- 700 <br /> 600 <br />N 500 <br />w <br />U <br />400 <br />0 300 <br />w 200 <br />w <br />U 100 <br />.~ 0 <br />N -100 <br />1300 300 <br />pore water <br />THRUST LINE LOCATION <br />INTERSLICE FORCES <br />