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<br />UTEXAS2 - VER. 1.209 - 11/23/87 - SN00004 - (C) 1985 S. G. 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. 3 <br />* NEW MATERIAL PROPERTY DATA <br />****************************** <br />DATA FOR MATERIAL TYPE 1 <br />Overburden Material <br />UNIT WEIGHT OF MATERIAL = 110.000 CO1`'~ joO' <br />CONVENTIONAL (ISOTROPIC) SHEAR STRENGTHS <br />COHESION - - - - - - - - .000 <br />FRICTION ANGLE - - - - - 15.000 DEGREES(3o) <br />PORE WATER PRESSURES DEFINED BY PIEZOMETRIC LINE <br />NUMBER OF THE PIEZOMETRIC LINE USED = 1 <br />NEGATIVE PORE PRESSURES SET TO ZERO <br />DATA FOR MATERIAL TYPE 2 <br />Sand and Gravel Layer <br />UNIT WEIGHT OF MATERIAL = 120.000 ~°~~ ~~O <br />CONVENTIONAL (ISOTROPIC) SHEAR STRENGTHS <br />COHESION - - - - - - - - .000 <br />FRICTION ANGLE - - - - - 35.000 DEGREES <br />PORE WATER PRESSURES DEFINED BY PIEZOMETRIC LINE <br />NUMBER OF THE PIEZOMETRIC LINE USED = 1 <br />NEGATIVE PORE PRESSURES SET TO ZERO <br />DATA FOR MATERIAL TYPE 3 <br />Sandstone Bedrock <br />UNIT WEIGHT OF MATERIAL = 150.000 <br />CONVENTIONAL (ISOTROPIC) SHEAR STRENGTHS <br />COHESION - - - - - - - -5000.000 <br />FRICTION ANGLE - - - - - 45.000 DEGREES <br />PORE WATER PRESSURES DEFINED BY PIEZOMETRIC LINE <br />NUMBER OF THE PIEZOMETRIC LINE USED = 1 <br />NEGATIVE PORE PRESSURES SET TO ZERO <br />ALL NEW MATERIAL PROPERTIES DEFINED - NO OLD DATA RETAINED <br />