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17 1. 4344tl 74 /4LJ.1 J/UD V ni v <br />20 1 .43383 493959.8 3343.1 0 255. 91 0 <br />21 1 .43302 439478.4 2974.3 0 255. 91 0 <br />22 1 .43205 384024.6 2599.0 0 255. 91 0 <br />23 1 .43097 327606 2217.2 0 255. 91 0 <br />24 1 .42971 270204.1 1828.7 0 255. 91 0 <br />25 1 .42832 211835.7 1433.7 0 255. 91 0 <br />26 1 .42678 152522.8 1032.2 0 255. 91 0 <br />27 1. 42514 92227.8 624.1 0 255. 91 0 <br />28 1 .42333 30983.6 209.6 0 255. 91 0 <br /> NUM = 1.094882E+07 PF = 0 <br />PF is Total Moment due to Normal forces <br />SWX = 1.954434E+07 FACTOR OF SAFETY = 0.5602041 <br />Bishop Factor of Safety = NUM! / (SWX +EQM+ GridMOment - PF!) <br />Weight Moment = 1.954434E+07 <br />Water Moments = 0 <br />Ext.Force Moment = 0 <br />SWX = 1.954434E+07 <br />0 is the moment due to the horizontal components of the <br />active external forces, along with a minor adjustment for non-coincidence <br />of the force locations with the centrelines of the slices they act on. <br />The vertical components are treated as part of the slice weight. <br />Geogrid Moment = 0 <br />Earthquake Moment EQM 0 <br />NUM is Total of (TL(ie Top Line)/MALPHA) for all slices) <br />Malpha values shown are for final iteration. <br />TL for any slice is given by :- <br />Radius ( Width ( Cohesion + Tan Fy (Vertical Stress - Pore pressure))) <br />No. of slices used in analysis = 26 <br />