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<br /> Pond-CO 80452
<br />ReSSA --Reinforced Slope Stability Analysis
<br />Pr?sent Dat? (I'irr?:: Iw'wn Nov 04 11.49Z7 2610 0:12010 Pmje 21;1010001 - LEE. G?ilc 1vHu.il1-U 12-ctst130-DF.§'-t1RID-Stati'' A.'15 E
<br />INPUT DATA (EXCLUDING REINFORCEM1'1ENT LAYOUT)
<br />SOIL DATA
<br />Internal angle of
<br /> Unit weight, friction, Cohesion, c
<br />Soil Layer t [lb/ft ] [deg.] [lb/ft
<br />....1....... Coarse Fraction Tailings..... .................. 116.0 37.0 1.0
<br />11
<br />0
<br />1
<br />0
<br />2....... SLIMES Fraction Tailings .................... 126.5
<br />123
<br />0 32.0
<br />24.0 .
<br />.
<br />250.0
<br />.3....... Composite Geosynthetic Liner Materials . 36
<br />0 2100.0
<br />A ...... Metamorphin & Igneous Bedrock......... 134.0
<br />.
<br />REINFORCEMENT
<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 # Geosynthetic Tult Installation Durability, Creep, Rc
<br />Designated Name [lb/it] Damage,RFid RFd RFc
<br />
<br />3 SF-350 27350.00 1.15 1.10 1.57 1.00
<br />interaction Parameters == Direct Sliding =_ __= Pullout =___
<br />Type # Geosynthetic Cds-plu Cds-c Ci Alpha
<br />Designated Name
<br />3 SF-350 0.67 0.40 0.70 1.00
<br />Relative orientation of Reinforcement Force, RoR= 0.00. Asslgnea ractor of SaieLy w ica>aL 1'. -F., -• v
<br />WATER
<br />water is not present
<br />SEISMICITY
<br />Not Applicable
<br />Huk i1 Gulch Gold Tailin^svPnna¢CG 80452. . s ., s.,..a......? w ..?u« n.,.. .,..mss. ?, .s_..o.....? . ...s .n? Page of 10
<br />Cvpynght ikV 2001-2003 ADAJvIA Engineering, 1c. License nurnher PeSSA-200232
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