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<br /> <br />1 <br />1 <br /> <br />1 <br /> <br />1 <br /> <br /> <br />1 <br />1 <br />t <br />1 <br /> <br /> <br /> <br />1 <br />n <br />11 830.89 9500.80 <br />12 843.15 9527.08 <br />13 855.41 9553.36 <br />14 867.66 9579.65 <br />IS 679.92 9605.93 <br />16 692.17 9632.21 <br />17 904.43 9658.50 <br />18 916.69 9664.78 <br />19 928.45 9710.00 <br />rruar»artrrrrrarrrtr»rratttrtrtrstrrtrtrt •tr wr <br />SELECTED METHOD OF ANAL-YSIS: Spencer <br />(1973) <br />rrtrrarratrtrttttrtttttrttrt uttrptatttr}rtr wr»rr <br />r}rrrrrrrrrrrrrttrttrattrtrtrr»rrttttrt <br />SUMMARY OF INDIVIDUAL SLICE INFORMATION <br />rtrirt}rRtti}tort}}r}}t}trr}r}rrriitrir <br />Slice x-base y-base height width alpha beta <br />weight <br />(N) (0) (H) (h) (Ib) <br />I 108.15 9409.14 .86 3.69 -25.01 .00 <br />333. <br />2 112.30 9407.21 4.23 4.60 -25.01 32.01 <br />2042. <br />3 118.35 9404.36 10.84 7.51 -25.01 32.01 <br />8568. <br />4 122.69 9902.19 15.74 1.16 -37.18 32.01 <br />1927. <br />5 126.63 9400.64 19.75 6.73 -18.23 32.01 <br />14042. <br />6 130.05 9399.52 23.01 .10 -18:?3 32.01 <br />243. <br />7 165.05 9387.00 57.41 69.90 -19.68 32.01 <br />422480. <br />B 240.00 9362.00 129.25 50.00 -17.35 32.01 <br />1087033. <br />9 365.00 9349.50 219.88 170.00 .00 32.01 <br />3926694. <br />10 495.00 9362.00 288.63 90.00 15.52 32.01 <br />2728631. <br />11 565.00 9383.43 310.95 50.00 19.65 32.01 <br />1633099. <br />12 704.05 9433.09 276.91 228.11 19.65 .00 <br />6635336. <br />13 818.38 9474.17 235.63 .53 52.45 .00 <br />13191. <br />14 818.92 9475.12 234.88 .56 65.02 .00 <br />13788. <br />IS 825.05 9488.26 221.74 11.69 65.02 .00 <br />272142. <br />16 637.02 9513.94 196.06 12.26 61.99 .00 <br />252389. <br />17 849.28 9540.22 169.78 12.26 64.99 .00 <br />218556. <br />IB 861.53 9566.51 143.49 12.25 65.02 .00 <br />184569. <br />19 873.79 9592.79 II7.21 12.26 64.99 .00 <br />150885. <br /> <br /> 20 886.04 9619.07 90.93 12.25 65.01 .00 <br />116958. <br /> 21 898.30 9645.36 64.64 12.26 65.00 .00 <br />63217. <br /> 22 910.56 9671.64 38.36 12.26 64.99 .00 <br />49380. <br /> 23 922.57 9697.39 12.61 11.76 65.00 .00 <br />15570. <br />17'ERATIONS FOR SPENCER'S METHOD <br /> Iter N Then FOS force FOS moment <br /> 2 13.0243 1.5232 1.6031 <br /> 3 13.4838 - 1.5232 <br /> 3 13.2541 1.5256 - <br /> 4 13.4693 1.5278 1.5256 <br /> 5 13.4625 1.5277 1.5278 <br /> SLICE fNFORMATION ... wntinu ed <br /> Slice Sigma c-value phi U- base U-top P-mp <br />Della <br /> (psf) (psf) Ob) (Ib) (Ib) <br /> 1 180.4 .0 40.00 0. 0. 0. .00 <br /> 2 887.2 .0 40.00 0. 0. 0. .00 <br /> 3 2222.8 .0 40.00 259. 0. 0. .00 <br /> 4 4207.0 1600.0 15.00 0. 0. 0. <br />00 <br /> 5 3265.5 1600.0 15.00 0. 0. 0. <br />00 <br /> 6 3681.9 1600.0 15.00 0. 0. 0. <br />00 <br /> 7 8237.2 1600.0 15.00 0. 0. 0. <br />00 <br /> . 8 17100.4 1600.0 15.00 0. 0. 0. <br />00 <br /> 9 24373.4 1600.0 15.00 0. 0. 0. <br />00 <br /> 10 28212.0 1600.0 15.00 0. 0. 0. <br />00 <br /> 11 29416.4 1600.0 15.00 0. 0. 0. <br />00 <br /> 12 26185.6 1600.0 15.00 0. 0. 0. <br />00 <br /> I3 15798.9 1600.0 15.00 0. 0. 0. <br />00 <br /> 14 9612.6 .0 40.00 41 . 0. 0. .00 <br /> IS 9091.2 .0 40.00 0. 0. 0. .00 <br /> 16 8044.6 .0 40.00 0. 0. 0. .00 <br /> 17 6966.3 .0 40.00 0. 0. 0. .00 <br /> 18 5883.1 .0 40.00 0. 0. 0. .00 <br /> 19 4809.4 .0 40.00 0. 0. 0. .00 <br /> 20 3729.0 .0 40.00 0. 0. 0. .00 <br /> 21 2651.8 .0 40.00 0. 0. 0. .00 <br /> 22 1573.9 .0 40.00 0. 0. 0. .00 <br /> 23 517.3 .0 40.00 0. 0. 0. .00 <br />SPENCER'S (1973) -TOTAL Stresses ar center of slice <br />base <br />Shear <br />Slice Base Normal Vertical Pore Water <br />