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_ # # --------------------------------- # # <br /> * * TSTAB slope stability analysis <br /> * * Revision 252-01/06/86 <br /> # # --------------------------------- <br /> # # # # <br /> * * TAGA Engineering Software Services <br /> * * Berkeley,California USA <br /> # # # # <br /> * * IBM PC&8086/8088 MS-DOS Version by <br /> * # # # <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 /> # »»»»#»»##»##»#»#»»»»#»###*»#»»»»»»»»»»########»#####»»#»»»####»» <br /> ##########»»»#»#»»##»#»#»##»##»»#»#»»##»## <br /> ANALYSIS BY BISHOP'S SIMPLIFIED METHOD <br /> #»##########»»##»#####»»#»»#»####»##»»»#»» <br /> ######»»###»»» <br /> INPUT DATA <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 /> TMOSPHERIC PRESSURE _ .000 <br /> T WEIGHT OF WATER = 62.430 <br /> NIT WEIGHT OF WATER IN TENSION CRACK = 62.430 <br /> -- SEARCH STARTS AT CENTER (570.0,480.0),WITH FINAL GRID OF 10.0 <br /> ALL CIRCLES TANGENT TO DEPTH,519.0, <br />