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SRWa11 (ver 3.22 April 2002) Pa e 5 <br />LN 0511135 g <br />Results of Znternal Sta6ilitv (Setsmic) Analyses• <br />SRW Geosyn Elev Length Mchor FOS FOS FOS Layer <br />Onit Type (ftl (f[) LengCh Over- Pu2lout Sliding Spacing <br />� (fU s[ress <br />(fU <br />> 1.0 > 1.0 > 1.1 > ].1 < 3.0 <br />5 1 30.0 10.52 1.6 0.25• 0.53� �.72 plt <br />6 1 7.5 9.71 2.1 0.35• 1.7 3.61 OR <br />3 1 5.0 8.51 2.8 0.32+ 2.53 2.7 pt( <br />Z 1 2.5 7.5 3.� 0.2� 2.39 2.19 OR <br />Note: * value does NOT t�ET design criterion (5 occurrences) <br />Notu: Seismic analysis may not give the loaest factors of safety for FOS against reinforcement <br />over-stress in internal stabilty calculations. Be sure to check cuirent design usinq static analysis <br />option. <br />Detailed Resul[s of Znteznal Stability Analyses: <br />SRW Geosyn Elev allowable Tensile Pullou[ Sliding Sliding <br />Uni[ Type (ft) Strenq[h Load Capa^.i[y Force Capaci[y <br />d (lbs/ft1 (lbs/ft) (1Gs/f[1 (lbs/ft) (165/ft) <br />5 <br />d <br />3 <br />2 <br />1 30.0 I11.1 2627.7 <br />1 7.5 611.1 1191.5 <br />1 5.0 dil.l 1276.5 <br />1 2.5 dll.l 207C.2 <br />859.8 585.9 <br />2031.3 1263.1 <br />3230.5 211�.8 <br />C962.6 3141.2 <br />2766.1 <br />�555.9 <br />5720.6 <br />6885.� <br />Resu2[s of Facino S[ability fSeismic) Analyse^: <br />SRW HCel Geosyn[he[ic FOS FOS Sheal FOS ConneC[ion <br />Unit Elev Ty,ne Over- Shear (deformation) Connec[ion (deforma[ion) <br />N (f[) turning (peak) (peak) <br />> 1.1 > 1.1 < 0.02 z 6u > 1.1 < 0.75 in <br />I 5 10.0 1 0.83• 1.29 OA 0.97• Not Olt� <br />i 7.5 1 0.6• 3.C2 OR 1.55 OR <br />3 5.0 1 0.51• 3.19 OR 1.�5 06 <br />2 2.5 1 0.{6+ 2.98 OA 0.89• Nut OIC� <br />1 0.0 none O.d3• - - _ _ <br />INote: • value does NOT MEET design criterion (9 occuccences) <br />Oe[ailed Re�ults of Facinq Stahili[v Analyses (Momen[ antl Shear): <br />SRW lfeel Geo Diive Hesist Shear <br />Unit i:lev Type Moment Momen[ Load <br />N (fU (lbs-ft/: U (lbs-ft/ft1 (1bs/tt1 <br />�ou[ -in <br />5 10.0 1 1312.2 3093.8 1063.9 <br />1 4 7.5 1 5390.a 3215.3 SB5.1 <br />3 5.0 1 12�C7.3 6366.6 627.L <br />2 2.5 1 22695.d 105C1,7 67p,2 <br />1 0.0 iione 36367.5 157�6.5 0.0 <br />Shear Shear <br />Capaci[y Capacity <br />(lbs/f[1 (lbs/ft) <br />(peak) (deforma[ionl <br />1375.0 1375.0 <br />z000.o z000.o <br />2000.0 2000.0 <br />200J.0 2000.0 <br />2000.0 2000.0 <br />