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<br /> 6 30.00 25.12 18270. 8.83 16.72 <br />' .526 <br /> 7 30.10 25.12 ]8400. 8.84 16.81 <br /> .526 <br /> 8 90.00 25.12 301917. 26.70 79.25 <br />' .362 <br /> 9 150.00 25.12 489084. 44.51 121.75 <br /> .366 <br /> IO 202.b9 25.12 650582. 56.15 155.88 <br /> .360 <br />' Il 203.03 25.12 646207. 56.20 155.60 <br /> .361 <br /> 12 213.59 25.12 518144. 50.20 139.54 <br /> .360 <br />' 13 224.16 25.12 403938. 44.18 123.49 <br /> .358 <br /> 14 234.72 25.12 303723. 38.13 107.43 <br /> .355 <br />' I S 245.29 25.12 217418. 32.06 91.39 <br /> .351 <br /> 16 255.85 25.12 145067. 25.92 75.33 <br /> .344 <br />' 17 266.42 25.12 86626. 19.73 59.27 <br /> .333 <br /> IS 276.96 25.12 42149. 13.51 43.21 <br /> .313 <br />' 19 284.00 25.12 20305. 9.96 32.56 <br /> .306 <br /> 20 287.55 25.12 11921. 8.94 24.95 <br /> .356 <br /> 21 298.11 25.12 99. .91 2.29 <br />' .397 <br /> 22 299.18 .UO -2. -33.28 .00 .000 <br /> <br /> AVERAGE VALUES ALONG FAILURE SURF ACE <br /> Toml Normal Sness = 6581.01 (psU <br /> Pore Wafer Pressure = .00 (psF) <br /> Shear Stress = 1315.03 (psf) <br />' Total Length of failure surfacc = 433.58 feet <br />' For the single specified surface and the assumed angle <br /> of the interstice forces, the SPENCER'S (1973) <br /> procedure gives a <br />' FACTOR OF SAFETY = 2,537 <br /> Total shear svength available <br /> along specified failure surfacc = 144.63E+04 Ib <br /> t}}tttttt}}tttttt}l+Yttttt}ttt#ittt}ttttttttAiiitittt} <br /> t}tiititittt <br />' For the specified surface, the analysis computed the <br /> following: <br /> Negative (tensile) Normal Efkctive Force = 0 slices <br /> Negative (tensile) Interstice Force = 0 slices <br /> Unreasonable Location of lnterslice Force = 1 slices <br /> to view of these ertors, the computed FOS may be <br /> UNREASONABLE! <br />u <br />ttiiiitiiiittt}}iittiiti}tt}}}iittii}}ttiittititi#iR4 <br />iittiiiR}iFi <br /> <br />