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* * * END OF FILE <br /> MAXCEL20 1-13-20 36:11 <br /> Nix CELL 2 MAX 2:1 SEISMIC <br /> 4920 10 most critical surfaces, MINIMUM BISHOP FOS = 1 .288 <br /> 4860 <br /> a 4804 ————————— <br /> a> <br /> X -- ---- <br /> Q 4740 <br /> 1 <br /> 4680 <br /> 4620 <br /> 0 60 120 180 240 300 360 420 480 <br /> X—AXIS (feet) <br /> XSTABL File: MAXCELL2 1-13-20 36:04 <br /> ****************************************** <br /> * XSTABL <br /> * * <br /> * Slope Stability Analysis <br /> * using the <br /> * Method of Slices <br /> * * <br /> * Copyright (C) 1992 -2002 <br /> * Interactive Software Designs, Inc. <br />