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t <br />1 <br />1 <br />1 <br />1 <br />1 <br />' W.A. WANLEN <br />& RSSUCIRiES <br />TABLE IV-1 <br />SUMMARY OF INFINITE SLOPE ANALYSIS <br />ANCLE OF <br />INTERNAL <br />FRICTION <br />~' SLOPE <br /> <br />ANGLE <br />d SEISMIC <br /> <br />COEFFICIENT <br />K FACTOR <br />OF <br />SAFETY <br />35° 25° 0 1.50 <br /> 0.05 1.32 <br /> 0.10 1.18 <br /> 0.15 1.06 <br /> 0.20 0.95 <br /> 30° 0 1.21 <br /> 0.0.ri 1.08 <br /> 0.10 0.97 <br /> 0.15 O,gg <br /> 0.20 0.80 <br /> 35° 0 1.00 <br /> 0.05 0.90 <br /> 0.10 0.81 <br /> 0.15 0.74 <br /> 0.20 0.67 <br />40° 25° 0 1.80 <br /> 0.05 1.59 <br /> 0.10 1.41 <br /> 0.15 1•P7 <br /> 0.20 1.14 <br /> 30° 0 1.95 <br /> 0.05 1.30 <br /> 0.10 1.17 <br /> 0.15 1.05 <br /> 0.20 0.95 <br /> 35° 0 1.20 <br /> 0.05 1.08 <br /> D.10 0.98 <br /> 0.15 O.SS <br /> o.zo o.so <br /> 40° 0 1,00 <br /> 0.05 0.90 <br /> 0.10 p•84 <br /> 0.15 p•74 <br /> 0.20 0.67 <br />PpO)ECT N0. OB23 NOVE{1BER 1 IY~ <br />