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r <br /> ') II <br /> I <br /> .,$- l <br /> L <br /> r---I_LI <br /> RESULTS (Static/Seismic) 2X-2X <br /> FoS Sliding: 1.95 (Ivlpd)/5.71 FoS Overturning: 2.31 / 1.44 1 <br /> Bearing: 1,930.12 /2,059.07 FoS Bearing: 9.57 /8.97 , 1 <br /> -Named Elev.T ka I kae r- Pa Pae Pir -PaC FSsI FoS OT siesFSsl — FoS SeisOT <br /> 1X 7.34 0.339 0.443 155 T 203 70 0 100.00 8.39 e 68.60 — 3.60 <br /> - 1X 4.89 0.339 0.443 562 735 141 0 34.82 2.65 22.08 1.37 <br /> 2X-2X I 2.45 I 0.571 0.723 2195 2780 282 0 12.44 3.28 8.57 2.04 <br /> 2X-2X 0.00 0.502 0.639 3322 4225 422 0 1.9512.231 2.31 5.71[1.65] 1.44 <br /> Column Descriptions: <br /> ka: active earth pressure coefficient <br /> Pa: active earth pressure <br /> Paq: live surcharge earth pressure <br /> Paqd: dead surcharge earth pressure <br /> (PaC): reduction in load due to cohesion <br /> PaT: sum of all earth pressures <br /> FSsI(Ivl Pad): factor of safety for sliding at each layer. (FS sliding below the leveling pad) <br /> FSot: factor of safety of overturning about the toe. <br /> %D/H: ratio of based depth to height (warning for narrow walls, < 35%) <br /> V D/97 S-) <br /> UltraWall 5.0.18138 Page/ <br />