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•~... <br />.... <br />... <br />• •.. <br />•.... <br />.... <br />Description: Oxbow Pond D Slope Stability <br />so Comments: TR-32 <br />File Neme: pondd.slp <br />55 Last Saved Date: 5/2!00 <br />so Last Saved Time: 1:38:56 PM <br />Analysis Method: Morgenstern-Price <br />45 Direction of Slip Movement: Left to Right • <br />40 Slip Surface Option: Grid and Redius Soil: 2 <br />P.W.P. Option: Piezometric Unes / Ru Description: Embankment Fill • <br />35 Tension Crack Option: (none) Soil Model: Mohr-Coulomb ' ' <br />Seismic Coefficient: (none) Unit Weight: 141 <br />30 Cohesion: 400 <br />25 Phi: 26 <br />Unlt Wt. above WT: 130 <br />20 Phi B: 0 <br />Anisotropic Fn.: 0 +\ • <br />1s Piezometric Line #: 1 ' <br />~, Description: Water <br />m 1o Unit Weight: 62.4 Pore-Air Pressure: 0 <br />m <br />w <br />5 z, <br />0 y ,~ <br />10 0., L <br />-15 <br />-20 <br />-25 <br />-30 <br />-35 <br />JO <br />•15 -10 •5 0 5 10 15 20 25 30 35 40 45 60 55 80 85 70 75 80 85 90 BS 100 105 110 115 120 125 130 135 <br />feet <br />