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<br /> 17 326.16 9664.21 <br />' 18 539. l7 9667.77 ITERATIONS FOR SPENCER'S fvIE THOD <br /> <br />19 544.87 9700.00 - - - - <br /> Iter R Thera FOS force FOS <br />moment <br /> 2 23.4915 2.1915 _ <br />2.5024 <br />' 3 24.1014 2.2161 2.1915 <br /> rr»»»»»}n}rtrrrr»}»} »»»ras»»rr»r}}»a 4 24.0996 --- 2 .2161 <br /> SELECTED METHOD OF ANALYSIS: Spencer 4 24.0755 2.2150 - <br /> (1973) 5 24.0519 2.2141 2.2150 <br />' 6 24.0525 2.2141 2.2141 <br /> »rasa»rr»»»»r»»rtr»»»»»rr»»»r»r»r <br />' SLICE wFORMATION ... contiwed <br /> Slice Sigma c-value phi U-bax U-top P-top <br /> }»r»r»rrt»r»r+rr+ }rrr»»»r»»ra Delp <br /> S UMMARY OF INDIVmUAL SLICE IN FORMATION (ps0 (pst) (Ib) (Ib) pb) <br />' }t}tritiittrrtrtrt}}}r iriiitrttitrti}ttr <br /> 1 2205.3 .0 40.00 0. 0. 0. .00 <br /> Slice x-base y-base height width alpha beta 2 4926.6 .0 40.00 142. 0. 0. .00 <br /> weight 3 12725.3 .0 40.00 1. 0. 0. .00 <br />' (ft) (ft) (h) (ft) (Ib) 4 6766.1 1600.0 15.00 0. 0. 0. <br /> 00 <br /> I 121.50 9445.82 9.37 17.18 -24.99 32.01 5 11933.0 1600.0 15.00 0. 0. 0. <br /> 16901. .00 <br />' 2 132.28 9440.79 21.13 4.38 -24.99 32.01 6 21378.5 1600.0 15.00 0. 0. 0. <br /> 9738. 00 <br /> 3 134.47 9439.77 23.53 .01 -37.76 32.01 7 13837.7 I(A0.0 15.00 0. 0. 0. <br /> 19. 00 <br /> 4 134.92 9439.42 24.15 .88 -37.76 32.01 8 9203.6 .0 40.00 34. 0. 0. .00 <br />' 2245. 9 8889.1 .0 40.00 0. 0. 0. .00 <br /> 5 207.66 9921.79 87.26 144.64 -13.45 32.01 10 8226.6 .0 40.00 0. 0. 0. .00 <br /> 1327010. 11 7554.7 .0 40.00 0. 0. 0. .00 <br /> 6 343.46 9404.50 189.42 126.93 .00 32.01 12 6878.7 .0 40.00 0. 0. 0. .00 <br />' 2526057. 13 6206.3 .0 40.00 0. 0. 0. .00 <br /> 7 407.12 9404.75 228.95 .38 52.76 32.01 14 5527.0 .0 40.00 0. 0. 0. .00 <br /> 9139. IS 4857.5 .0 40.00 0. 0. 0. .00 <br /> 8 407.54 9405.50 228.46 .47 64.99 32.01 16 4162.3 .0 40.00 0. 0. 0. .00 <br /> 11192. 17 3509.1 .0 40.00 0. 0. 0. .00 <br /> 9 413.04 9417.28 220.12 10.52 64.99 32.01 IS 2957.6 .0 40.00 0. 0. 0. .00 <br /> 243223. 19 2570.3 .0 40.00 0. 0. 0. .00 <br /> 10 423.79 9440.34 203.78 10.99 65.00 32.01 20 1919.5 .0 40.00 0. 0. 0. .00 <br />' 235149. 21 969.6 .0 40.00 0. 0. 0. .00 <br /> II 434.79 9463.91 187.08 10.99 64.99 32.01 22 246.8 .0 40.00 0. 0. 0. .00 <br /> 215681. <br /> 12 445 77 9487.47 170.38 10.99 65.00 32.01 <br /> 196615. - ---.__-_____-_-- __-. <br />' 13 456.77 9511.04 153.69 10.99 64.99 32.01 SPENCER'S (1973) -TOTAL Svesses at center of slice <br /> 177349. base <br /> 14 467.75 9534.61 136.99 10.98 65.02 32.01 --- ------------------- ---- <br /> 157934. <br /> IS 478.73 9558.17 120.29 10.99 64.99 32.01 Sl ice Bax Normal Ver tical Pore Water <br /> 138806. Shear <br /> 16 489.73 9581.73 103.59 10.99 65.00 32.01 R x~ooM Svess Svess P ressure Stress <br /> 119542. (ft) (psf) (psf) (psf) (ps() <br />' 17 500.71 9605.30 86.90 10.99 64.99 32.01 <br /> 100275. 1 121.50 2205.3 984.0 .0 835.8 <br /> 18 509.71 9624.57 73.24 6.99 64.99 32.01 2 132.28 4956.0 2221.4 29.4 1867.1 <br /> 53757. 3 134.47 12784.3 2475.6 58.9 4822.7 <br />' 19 515.20 9636.35 63.65 4.00 64.99 .00 4 134.92 6766.1 2544.5 .0 1 541.5 <br /> 26732. 5 207.68 11933.0 9174.6 .0 2166.8 <br /> 20 522.69 9652.42 47.58 10.98 65.02 .00 6 343.46 21378.5 19901.2 .0 3309.9 <br /> 54849. 7 407.12 13837.7 24048.5 .0 2397.3 <br />t 21 533.67 9675.99 24.01 10.99 64.99 .00 8 407.54 9234.8 23991.3 3L2 3488.0 <br /> 27706. 9 413.04 6889.1 23112.4 .0 3368.8 <br /> 22 542.02 9693.88 6.12 5.70 65.01 .00 10 423.79 8226.6 21396.6 .0 3117.8 <br /> 3660. 11 434.79 7554.7 19643.4 .0 2863.1 <br />' 12 445.77 6878.7 17890.4 .0 2606.9 <br />1 <br />