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75 <br />70 <br />65 <br />60 <br />55 <br />_ 50 <br />45 <br />~ 4 <br />35 ~ <br />0 30 <br />25 ; <br />20 . <br />15~ <br />10- <br />5' <br />0` <br />0 <br /> <br />Description: Dam Material <br />Soil Model: Mohr-Coulomb <br />Unit Weight: 102.5 <br />Cohesion: 14.4 <br />Phi: 25 <br />Piezometric Line #: 1 <br />Pore-Air Pressure: 0 <br />~J <br />. ~ <br />.'.• <br />• • ~'~~ 1.34y~~ <br />• ~ ~•~• <br /> <br />Description: Trapper Mining :Horse As-built <br />Comments: Ekective Stress Analysls <br />File Name: ekective horse upstream slope with triaxdata.slp <br />Lest Saved Date: 9/27/00 <br />Analysis Method: Bishop <br />Direction of Sllp Movement: Lek to Right <br />Slip Surface Option: Grid and Radius <br />P.W.P. Option: Piezometric Lines / Ru <br />Tension Crack Option: (none) <br />Seismic Coekicient: (none) <br />20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 <br />Horizontal (ft) <br />