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1 IJ r-~ u 9 447.47 9402.19 l0 460.15 9429.38 ll 472.83 9456.57 12 485.51 9483.76 13 498.19 9510.95 14 510.87 9538.14 IS 523.54 9565.33 16 536.22 9592.52 17 548.90 9619.71 18 561.58 9646.89 19 574.26 9674.08 20 586.34 4700.00 •}itttiitttittii}tuft}riiitrttitttt}t}}r}liittttit SELECTED METHOD OF ANALYSIS: Spencer (1973) atatr}t}}}••}ttrarrtttrt}tt}tatrtrtatttat»ttartttt tt+}}}}••}tr}trartttrtat+}}t}mart»tt»t SUMMARY OF INDIVIDUAL SLICE WFORMATION t} }+a }ttrtratttatt } }} } }r } arttaat}t Slice x-base y-base height width alpha bep weight (ft) (ft) (h) (ft) (Ib) 1 104.63 9419.18 .82 3.50 25.00 .00 299. 2 108.29 9417.57 2.43 3.42 -25.00 .00 875. 3 115.82 9414.06 9.58 11.65 -25.00 32.01 11759. 4 122.33 9410.82 16.89 1.36 -37.41 32.01 2423. 5 136.51 9404.90 31.67 26.99 -21.81 32.01 90077. 6 190.00 9389.50 80.50 80.00 -14.04 32.01 677200. 7 287.50 9377.00 153.94 115.00 -2.49 32.01 1860233. 8 389.71 9374.50 220.32 89.41 .00 32.01 2069450. 9 434.60 9374.75 248.13 .38 52.76 32.01 9904. IO 435.02 9375.50 247.64 .47 65.00 32.01 12127. 11 441.36 9389.09 238.01 12.21 65.00 32.01 305228. 12 453.81 9415.79 219.10 12.66 65.00 32.01 291704. 13 466.49 9442.97 199.83 12.68 65.00 32.01 266056. 14 479.17 9470.17 180.57 12.68 65.00 32.01 240407. IS 491.85 9497.36 161.30 12.68 65.00 32.01 214756. 16 504.53 9524.54 142.04 12.68 65.00 32.01 189107. 17 517.20 9551.73 122.77 12.67 65.02 32.01 163325. 18 529.88 9578.92 103.50 12.68 65.00 32.01 137800. 19 542.56 9606.12 84.23 12.68 65.00 32.01 112150. 20 553.45 9629.46 67.69 9.10 64.99 32.01 64681. 21 559.79 9643.05 56.95 3.58 64.99 .00 21407. 22 567.92 9660.49 39.51 12.68 65.00 .00 52610. 23 580.30 9687.04 12.96 12.06 65.01 .00 16438. ITERATIONS FOR SPENCER'S METHOD Iler R Thep FOS_force FOS moment 2 25.1777 2.0679 2.2528 3 25.6468 --- 2.0679 3 25.4123 2.0758 - 4 25.6264 2.0831 2.0758 5 25.6169 2.0828 2.0831 SLICE INFORMATION ... continued Slice Sigma c-value phi U-base U-top P-top Delp (psf) (psf) (Ib) ( Ib) (Ib) I 216.6 .0 40.00 0. 0. 0. .00 2 634.5 .0 40.00 23. 0. 0. .00 3 2488.4 .0 40.00 424. 0. 0. .00 4 5784.5 1600.0 15.00 0. 0. 0. 00 5 5774.5 IG00.0 15.00 0. 0. 0. 00 6 11478.6 1600.0 15.00 0. 0. 0. 00 7 18179.8 1600.0 15.00 0. 0. 0. 00 R 25059.8 1600.0 15.00 0. 0. 0. 00 9 14621.6 1600.0 15.00 0. 0. 0. 00 10 9611.7 .0 40.00 34. 0. 0. .00 11 9259.5 .0 40.00 0. 0. 0. .00 12 8524.0 .0 40.00 0. 0. 0. .00 13 7774.3 .0 40.00 0. 0. 0. .00 14 7025.0 .0 40.00 0. 0. 0. .00 IS 6275.3 .0 40.00 0. 0. 0. .00 16 5526.0 .0 40.00 0. 0. 0. .00 17 4773.6 .0 40.00 0. 0. 0. .00 IS 4026.7 .0 40.00 0. 0. 0. .00 19 3277.1 .0 40.00 0. 0. 0. .00 20 2634.3 .0 40.00 0. 0. 0. .00 21 2216.1 .0 40.00 0. 0. 0. .00 22 1537.3 .0 40.00 0. 0. 0. .(p 23 504.2 .0 40.00 0. 0. 0. .00 SPENCER'S (1973) -TOTAL Stresses at center of slice base Slice Base Normal Vertical Porc Warer Shear A xtoord Stress Stress Pressure Stress (fi) (PsO (Ps0 (P50 (P5O