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<br /> <br />UTEXAS2 - VER. 1.209 - 11/23/87 - SN00004 - (C) 1985 S. WRIGHT <br />Case 3 - Sandy embankment w/3:1 finish slope <br />reservoir pool level @ 4669.0 and 1:1 open pit side slope no water <br />on other side <br />Forced failure near pipeline <br />TABLE NO. 7 <br />***************************** <br />* NEW SURFACE PRESSURE DATA <br />ALL NEW DATA INPUT - NO OLD DATA RETAINED <br />SURFACE PRESSURES - <br /> NORMAL SHEAR <br />POINT X Y PRESSURE STRESS <br />1 158.000 69.000 .000 .000 <br />2 185.000 60.000 562.000 .000 <br />3 225.000 60.000 562.000 .000 <br />UTEXA52 - VER. 1.209 - 11/23/87 - SN00009 - (C) 1985 S. G. WRIGHT <br />Circular search for critical circle <br />Spencer's analysis procedure <br />Forced Failure 15 ft. radius <br />TABLE N0. 9 <br />* NEW ANALYSIS/COMPUTATION DATA <br />********************************* <br />CIRCULAR SHEAR SURFACE(S) <br />COMPUTATIONS PERFORMED FOR SINGLE SHEAR SURFACE <br />CENTER COORDINATES FOR CENTER OF CIRCLE - <br />X = 98.000 <br />Y = 78.000 <br />CIRCLE PASSES THROUGHT THE POINT AT - <br />X = 112.000 <br />Y = 80.000 <br />RADIUS = 14.142 <br />SHORT FORM OF OUTPUT WILL BE USED FOR SEARCH <br />USED TO COMPUTE THE FACTOR OF SAFETY: SPENCER <br />