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» » # » <br /> _ » » # # <br /> * * TSTAB slope stability analysis <br /> * * Revision 2.52-01/06/86 <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 /> »######»#####»###»#»#»#»#»»#»######»»»#»»#»#»######################## <br /> HARNEY LANE LANDFILL SLOPE STABILITY ANALYSIS <br /> *# »##»»»»#»»»#»»#»»»»»############»#»»»»»»»»#»#########»##»###### <br /> ##»»»»##»»#»#»»##»###»########»#»#»»»»»#»# <br /> ANALYSIS BY BISHOP'S SIMPLIFIED METHOD <br /> »»##»##»»»####»#»###»#»»#»»#»»############ <br /> INPUT DATA <br /> CONTROL DATA, <br /> NUMBER OF SPECIFIED CENTERS 1 <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 /> IT WEIGHT OF WATER IN TENSION CRACK = 62.430 <br /> - SPECIFIED CENTERS <br /> (600.0 440.0) <br />