2.624 Distance 0 100 200 300 400 500 Elevation 50 60 70 80 90 100 110 120 130 140 150 160 Analysis Settings Method: Morgenstern-Price Direction of movement: Left to Right Slip Surface Option: Entry and Exit Unit Weight of Water: 9.807 kN/m³ Horz Seismic Coef.: 0 Factor of Safety: 2.624 Color Name Model Unit Weight (kN/m³) Cohesion (kPa) Effective Cohesion (kPa) Effective Friction Angle (°) Strength Function Phi-B (°) Minimum Strength (kPa) Undrained Shear Strength vs Vertical Effective Stress Function Tau/Sigma Ratio Piezometric Line Tails Fresh SHANSEP 16 0 0.04 1 Udrnd PG Fill Shear/Normal Fn. 20.5 Gravels/Cobbles Dr=0.85 (16%ile) 0 1 Udrnd Rhy. CW SHANSEP 17 0 Ash/CW Rhy Surface 2 Udrnd Rhy. Hw/Mw Mohr-Coulomb 17.5 5 35 0 2 Udrnd Rhy. Sen. Tuff. SHANSEP 16.5 0 0.21 2 Udrnd Rhy. Weak Shear/Normal Fn. 18.5 Weak Rhyolite 0 2 Udrnd Zone A Insitu Ash SHANSEP 17 0 Ash/CW Rhy Surface 2 Udrnd Zone A/I Found UC SHANSEP 17.5 80 0.35 2 Udrnd Zone A/I Mine OB SHANSEP 20.5 150 0.4 2 Udrnd Zone B Above RL145 Mohr-Coulomb 20.5 21 21 0 1 Udrnd Zone B Below RL145 Mohr-Coulomb 20.5 10 18 0 Udrnd Zone C1 Mohr-Coulomb 20.5 21 21 0 2 Udrnd Zone C2/F Shear/Normal Fn. 20.5 Gravels/Cobbles Dr=0.85 (16%ile) 0 2 Udrnd Zone D2 Mohr-Coulomb 19.5 5 35 0 2 Udrnd Zone D3 Mohr-Coulomb 19 10 18 0 2 Udrnd Zone G Undrained (Phi=0) 20.5 100 2 Factor of Safety 2.624 - 2.724 2.724 - 2.824 ≥ 2.824 08/10/2021 20211008 TSF3 RL155 S1d.gsz Figure B07b-Static-Close-Peak-Udrnd-Fdn 1:2,198 By: ET
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