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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO X0452 <br />Pr?seniDatzifure: Sun Nc,.0721:2848201i7 C':t2010P?oject;}.C11J`701-STFU-IukillG?ili:hii-Ivl:ill-DEtY-GRID-S ?;srcu..IoTSE <br />INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT) <br />SOIL DATA <br />Unit weight, <br />Soil Layer #: [lb/ft'] <br />....1....... Coarse Fraction Tailings ....................... 116.0 <br />2....... SLIMES Fraction Tailings .................... 126.5 <br />3..._...Composite Geosynthetic Liner Materials 123.0 <br />4.......Metamorphin & Igneous Bedrock......... 134.0 <br />REINFORCEMENT <br />Intemal angle of <br />friction, Cohesion, c <br />[deg.] [lb/ft <] <br />37.0 1.0 <br />32.0 11.0 <br />24.0 250.0 <br />36.0 2100.0 <br />R e i n f o r c e m e n t ultimate Reduction Reduction Reduction Coverage <br />Strength, Factor for Factor for Factor for Ratio, <br />Type # Geosynthetlc Tuft Installation Durability, Creep, Rc <br />Designated Name [lb/ft] Damage,RFid RFd RFc <br />3 SF-350 27350.00 1.15 1.10 1.57 1.00 <br />Interaction Parameters ==Direct Sliding== ===Pullout==== <br />T5rpe # Geosynthetic Cds-phi Cds-c Ci Alpha <br />Designated Name <br />3 SF-350 <br />0.67 0.40 0.70 1.00 <br />Relative Orientation of Reinforcement Force, ROR = 0.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50 <br />WATER <br />water is not present <br />SEISMICITY <br />Horizontal ground acceleration coefficient, Ao = 0.24 <br />Design seismic acceleration, Am = 0.5 x Ao = 0.12 <br />Hukill Gulch Gold Tailings Pond-CO 0452 Pale 2 of 11 <br />Gopyrizht 0 2001-2003 ADAMA Engineering, Inc License number ReSSA-200232 <br />wau <br />c