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* * --------------------------------- # # <br /> * * TSTAB slope stability analysis <br /> * * Revision 2.52-01/06/86 <br /> # # --------------------------------- # # <br /> # # # # <br /> * * TAGA Engineering Software Services <br /> * * Berkeley,California USA <br /> # # # # <br /> * * IBM PC&8086/8088 MS-DOS Version by <br /> * *Design Professionals Management Systems <br /> * # Kirkland,Washington USA # # <br /> # # # # <br /> * * copyright(c) 1983,84,85 TAGA <br /> * * copyright (c) 1983,84,85 DPMS <br /> # # # # <br /> ############################################### <br /> ##################################################################### <br /> HARNEY LANE LANDFILL SLOPE STABILITY ANALYSIS <br /> ANALYSIS BY BISHOP'S SIMPLIFIED METHOD <br /> ########################################## <br /> INPUT DATA <br /> ############## <br /> CONTROL DATA, <br /> AUTOMATIC SEARCH FOR CRITICAL CIRCLE <br /> NUMBER OF DEPTH LIMITING TANGENTS 1 <br /> NUMBER OF VERTICAL SECTIONS 10 <br /> NUMBER OF SOIL LAYER BOUNDARIES 4 <br /> NUMBER OF POINTS DEFINING COHESION PROFILE 0 <br /> NUMBER OF CURVES DEFINING COHESION ANISOTROPY 0 <br /> NUMBER OF BOUNDARY LINE LOADS 0 <br /> NUMBER OF BOUNDARY PRESSURE LOADS 0 <br /> SEISMIC COEFFICIENT .200 <br /> MOSPHERIC PRESSURE _ .000 <br /> IT WEIGHT OF WATER = 62.430 <br /> NIT WEIGHT OF WATER IN TENSION CRACK = 62.430 <br /> SEARCH STARTS AT CENTER(570.0,460.0),WITH FINAL GRID OF 4.0 <br /> ALL CIRCLES TANGENT TO DEPTH,519.0, <br />