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~ ~ I~ ~ I~ i~ ~ ~ ~ I~ ~ I~ I~ ~ ~ ~ ~ ~ i~ <br />9700 <br />9650 <br />9600 <br />N 9550 <br />O 9500 <br />O <br />U 9450 <br />I <br />9400 <br />100 <br />25000 <br />a 20000 <br />N <br />w 15000 <br />N <br />N <br />~ 10000 <br />H <br />N <br />w 5000 <br />N <br />Q <br />m p <br /> <br />200 <br />vertical <br />300 400 500 600 <br />normal <br /> 40 <br />rn <br />~ 35 <br />v <br /> 30 <br />N <br />w <br /> 25 <br />~ <br /> <br />Q 20 <br /> <br />~ 15 <br /> <br />0 <br />w 10 <br /> <br />200 300 400 500 600 700 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 24.05 deg. <br />100 200 300 400 500 600 700 100 200 300 400 500 <br />X-COORDS (feet) X-COORDS (feet) <br />CC&V Pad Eval.: Section A-A' <br />SPENCER'S METHOD, FOS for Specified Surface = 2.214 <br /> 1400 <br />.-. <br />a <br />1200 <br /> <br />v 1000 <br />N <br />w 800 <br />U <br />~ 600 <br />O <br />~` 400 <br />w <br />U 200 <br />J <br />N 0 <br />700 100 <br />pore water <br />600 700 <br />• <br /> <br />THRUST LINE LOCATION <br />INTERS LICE FORCES <br />