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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 5045'? <br />FreseffiDatz(Cime IklonNuv0421:41:412010 C92010Project::1010001-STF?HuliliGulcMlHu1'.i11-bit-eta-t130-DkY-GPiID,Seisnac.I?'L;& <br />INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT) <br />SOIL DATA <br /> Internal angle of <br /> unit weight, } friction, cohesion, c <br />Soil Laster [lb/ft 3] [deg.] [lb/ft 21 <br />Coarse Fraction Tailings <br />1 116.0 37.0 1.0 <br />....... <br />... <br />..... .SLIMES Fraction Tailings .................... <br />2 126.5 32.0 11.0 <br />. <br />3....... Composite GeosyntheticLiner Materials 123.0 24.0 250.0 <br />4..... .112etamorptun 8 Igneous Bedrock......... 134.0 36.0 2100.0 <br />REINFORCEMENT <br />Rein for c e m e n t Ultimate Reduction Reduction Reduction Coverage <br /> Strength, Factor for Factor for Factor for Ratio, <br />Type# Geosynthetic Tult InskalIation Durability, Creep, Rc <br />Designated Name [lb/ft] Datnage,RFid RFd RFc <br />3 SF-350 27350.00 1.15 1.10 1.57 1.00 <br />Interaction Parameters ==Direct Sliding== ===Pullout==== <br />Type # Geosynthetic Cds-plv Cds-c Ci Alpha <br />D esignated Name <br />3 SF-350 <br />0.67 0.40 0.70 1.00 <br />Relative Orientation of Reinforcement Force, ROR= 0.00. Assigned Pactor oz ?!iaiery to resist pun out, r:-t,u - I.j <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 />' Hukiil ttG,al_.h Cold Tailings Pond-CO 20?A52 np op'-..?.?:...?,.,,,.->..,:..,..,,>?.s?.,.-,?.'«G-.,,.,.>..s=, ?,,.....s_,,..->...s. Flee .. of 10 <br />Copyright 0 2001-2003 ADAMA Engineering, Inc. License number ReSSA-200232