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<br /> <br />1 <br /> <br /> <br />1 <br />1 <br /> <br />1 <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br />1 <br /> 4 16.92 9554.11 5.89 1.41 -34.52 .00 <br />878. <br /> 5 18.81 9553.23 6.77 2.37 -18.28 .00 <br />1703. <br /> 6 25.00 9551.18 11.94 10.00 -18.28 32.01 <br />12610. <br /> 7 30.05 9549.52 16.76 .10 -18.28 32.01 <br />m. <br /> 8 60.05 9537.00 48.03 59.90 -22.65 32.01 <br />302523. <br /> 9 120.00 9522.00 100.50 60.00 4.76 32.01 <br />633600. <br /> 10 176.35 9518.90 138.82 52.69 -1.30 32.01 <br />768385. <br /> 11 202.86 9518.55 155.74 .34 55.26 32.01 <br />5597. <br /> 12 208.31 9530.12 147.57 10.56 65.01 32.01 <br />163594. <br /> 13 218.88 9552.76 131.52 10.57 64.99 32.01 <br />145961. <br /> I4 229.44 9575.44 i f 5.46 10.56 65.01 32.01 <br />128023. <br /> l5 240.01 9598.09 99.41 10.57 64.98 32.01 <br />110328. <br /> 16 250.57 9620.75 83.36 10.56 65.01 32.01 <br />92426. <br /> 17 261.14 9643.41 67.30 10.57 64.99 32.01 <br />74692. <br /> I B 271.70 9666.07 51.24 10.56 65.01 32.01 <br />56817. <br /> 19 280.49 9684.92 37.88 7.02 64.98 32.01 <br />27925. <br /> 20 285.77 9696.25 28.75 3.55 64.98 .00 <br />10718. <br /> 21 292.83 9711.38 17.62 10.56 65.01 .00 <br />15102. <br /> 22 298.64 9723.86 1.14 1.07 64.96 .00 <br />129. <br />ffERAT1ON5 FOR SPENCER'S METHOD <br />Itcr A Thera FOS force FOS_momem <br /> 2 24.5710 2.5029 2.8314 <br /> 3 25.1902 2.5410 2.5029 <br /> 4 25.1127 - 2.5410 <br /> 4 ZS.15I4 2.5386 - <br /> 5 25.1177 2.5364 2.5386 <br /> 6 25.1198 2.5366 2.5364 <br />SLICE WFORMATION ... continu ed <br />Slice Sigma c-value phi U- base U-top P-top <br />Delta <br /> (psf) (psf) (Ib) (Ib) (Ib) <br />1 279.2 .0 40.00 0. 0. 0. .00 <br />2 879.5 .0 40.00 0. 0. 0. .00 <br />3 887.0 .0 21.00 0. 0. 0. .00 <br />4 1239.2 .0 21.00 0. 0. 0. .00 <br />5 992.2 .0 21.00 0. 0. 0. .00 <br />6 1741.4 .0 21.00 0. 0. 0. .W <br />7 2440.5 .0 21.00 0. 0. 0. .00 <br />8 7535.7 .0 21.00 0. 0. 0. .00 <br />9 12036.0 .0 21.00 0. 0. 0. .00 <br />10 15939.2 .0 21.00 0. 0. 0. .00 <br />11 8971.0 .0 21.00 0. 0. 0. .00 <br />12 6050.8 .0 40.00 0. 0. 0. .00 <br />13 5395.9 .0 40.00 0. 0. 0. .00 <br />14 4734.3 .0 40.00 0. 0. 0. .00 <br />IS 4079.7 .0 40.00 0. 0. 0. .00 <br />16 34]7.8 .0 40.00 0. 0. 0. .00 <br />17 2761.1 .0 40.00 0. 0. 0. .00 <br />IB 2101.0 .0 40.00 0. 0. 0. .00 <br />19 1554.8 .0 40.00 0. 0. 0. .00 <br />zo 1180.1 0 40.00 0. o. o. .oo <br />21 558.5 .0 40.00 0. 0. 0. .00 <br />22 47.3 .0 40.00 0. 0. 0. .00 <br />SPENCER'S (1973) -TOTAL. Stresses at center of slice <br />base <br />Slice Base Normal Vernal Pore Water <br />Shear <br />k xcoord Saws Stress Pressure Saess <br />(fi) (PsD (Ps0 (Psi) (Ps0 <br />1 7.31 279.2 131.8 .0 92.4 <br />2 13.10 879.5 415.1 .0 290.9 <br />3 16.21 887.0 567.5 .0 134.2 <br />4 16.92 1239.2 622.7 .0 187.5 <br />5 18.81 992.2 718.5 .0 150.2 <br />6 25.00 1741.4 1261.0 .0 263.5 <br />7 30.05 2440.5 1767.2 .0 369.3 <br />8 60.05 7535.7 5050.5 .0 1140.4 <br />9 120.00 12036.0 10560.0 .0 1821.4 <br />10 176.35 15939.2 14583.1 .0 2412.1 <br />II 202.86 8971.0 16356.6 .0 1357.6 <br />12 208.31 6050.8 15495.1 .0 2001.6 <br />13 218.88 5395.9 13809.2 .0 1785.0 <br />14 229.44 4734.3 12123.4 .0 1566.1 <br />15 240.01 4079.7 10437.9 .0 1349.6 <br />16 250.57 3417.8 8752.4 .0 1130.6 <br />I7 261.14 2761.1 7066.4 .0 913.4 <br />IB 271.70 2101.0 5380.4 .0 695.0 <br />19 280.49 1554.8 3977.9 .0 514.3 <br />20 285.77 1180.1 3019.2 .0 390.4 <br />21 292.83 558.5 1430.1 .0 184.7 <br />22 298.64 47.3 120.2 .0 15.6 <br />SPENCER'S (1973) -Magnitude & Lacauon of <br />Interstice Forces <br /> Slice Right Force Interstice Force Boundary <br />Heigh) <br /> p zcoord Angle Force Height Height <br />Ratio <br /> (fi) (deg rees) (Ib) (fi) (k) <br /> 1 10.00 25.12 1322. 2.52 2.SI <br />1.003 <br /> 2 16.19 25.12 6119. 4.07 5.40 <br />.753 <br /> 3 16.22 25.12 6135. 4.08 5.41 <br />.754 <br /> 4 17.63 25.12 7754. 4.69 6.38 <br />.735 <br /> 5 20.00 25.12 9005. 5.60 7.16 <br />.610 <br />