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ReSSAp--ReinforcedzSlopeLStability Analysis ?nN1CR[cLt'lR„lopG?„nNlopGSnnp"1DP6J"n„1[9GZ"`n? Hukill Gulch Gold T1aili611ngs Pond-C.O X045? <br />r^nsent DaN.!Turw' IuIon iduv 0 tl'?19:?.72`J10 C''?OIO F:ojecl?'10U?31-STF'tHpiltill G?ilr hlHul--c:?t130-DR-Y-?:=F.ID-S tatic NlSE <br />DISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYER <br />T <br />A = Front-end of reinforcement (at face of slope) <br />Tavailable B = Rear-end of reinforcement <br />AB = Ll + L2 + L3 = Embedded length of reinforcement <br />Tie Tavailable = Long-term strength of reinforcement <br />Tfe = Available ftont-end strength (e.g., connection to facing) <br />A <br />L1 = Front-end 'pullout' length <br />L1 L'3 L2 L2 = Rear-end pidlout length <br />r - r Tavailable prevails along L3 <br />Factor of safety on resistance to pullout on either end of reinforcement, Fs-po = 1.50 <br />Reinforcement <br />Layer # Designated <br />Name Height Relative L <br />to Toe [ft] [ft] Ll <br />[ft] L•2 <br />[ft] L3 <br />[8] Tfe <br />[lb/ft] Tavailable <br />[lblft] <br />1 SF-350 50.00 65.00 21.33 4.95 35.72 1377.11 13771.05 <br />2 SF-350 60.00 90.00 21.33 2.43 66.25 1377.11 137 71.05 <br />3 SF-350 70.00 110.00 21.33 2.03 86.64 1377.11 13771.05 <br />4 SF-350 80.00 125.00 22.67 2.36 99.97 1377.11 13771.05 <br />5 SF-350 90.00 120.00 21.33 5.15 93.52 1377.11 13771.05 <br />6 SF-350 100.00 135.00 21.33 6.20 107.47 1377.11 13771.05 <br /> SF-350 110.00 150.00 21.33 928 119.39 1377.11 13771.05 <br />8 SF-350 120.00 165.00 22.67 18.44 123.89 1377.11 13771.05 <br />nHukill Gulch Gold Tailings Pond-CO 80452 ntllop.s,..n%.op.g_.._.?>.p.zCntt-?1ePG?...-.14P6u..nN•oP6_.nnµ'GpGG.,,-?1Ue.$.•?N16Rd_ rt > Page 6 of 10 <br />Li <br />Copyright 0 2-001-2-003 ADAI-i Engineering, Inc:. cense nuuber ReS : A-2i;0'32