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SRWall (ver 3.22 April 2002) <br />LN 0511135 <br />Results of Znterna2 5[abili[v Analyses: <br />SRW Geosyn Elev Leng[h Anchor FOS <br />Unit Type (ftl (ft) Leng[h Over- <br />d (fU s[ress <br />> 1.0 > 1.0 <br />3 1 7.5 9.51 2.2 0.36� <br />3 1 5.0 7,71 2.0 0.2� <br />2 1 2.5 6.5 2.� 0.08• <br />Note: + value does NOT MEET design criterion (3 ec <br />FOS <br />Pullout <br />> 1.5 <br />a.�� <br />3.89 <br />2.6C <br />FOS Layer <br />Sliding Spacing <br />If[) <br />> 1.5 < 3.0 <br />i�.�� oR <br />7.77 OR <br />6.67 OR <br />Detailed Resul[s of In[ernal Stabili[v Analyses• <br />SRW Geosyn Elev Allovable Tensile Pullout Sliding Sliding <br />Unit Type (ftl S[rnngth Load Capaci[y Forre Capaci[y <br />p (lbs/ft) flbs/ft) flbs/f[) (lbs/f[) (lbs/ft) <br />d 1 7,5 82..? 231.1 <br />3 1 5.0 82.9 {10.9 <br />2 1 2.5 82.2 1001.5 <br />166.0 2�51.7 <br />515.9 �OOB.S <br />1058.9 <9G0.3 <br />Page 5 <br />G �3XT S.F. =ZfS�l� : 16� =�,35 <br />Resul[s of Facinq Stability Analyses: OXT S, F,� � 7 3 U i Z��'7 ='.4• ' <br />SRW Heel Geonyn[hetic FOS FOS Shear FOS Connection <br />Unit F.lev Type Over- Shear (deformation) Connec[ion (deformaGion) <br />N (fU [urning (peak) (pe�k) <br />> 1.5 > 1.5 < 0.02 z Hu > 1.5 < 0.75 in <br />d 7.5 1 12.78 13.39 O1C 6.87 OR <br />3 5.0 1 3.�9 11.13 OI( �.5 OR <br />2 2.5 1 1.69 7.08 OIC 1.85 OK <br />1 0.0 none 1.02• - - _ _ <br />No[e: + valuc does NOT MEET design criterion (1 occuriences) <br />Detailed'Resul[s ot Facinn "Gability A�a2yses (Moment and Shear): <br />SftW Heel Geo Drivc Resist Shear Shear Shear <br />Uni[ Elev Type Momen[ Moment Load Capacity Capaci[y <br />N (fU (lbs-f[/fU (lbs-f[/ft) (lbs/fU (ibs/f[) (lbs/f[) <br />tou[ -in (peakl (deforma[ionl <br />< 7•5 1 85.6 1093.8 102.7 1375.0 1375.0 <br />3 5.0 1 6BC.8 2393.1 179,8 2000.0 2000.0 <br />2 2.5 1 2311.2 3897,9 282.5 2000.0 2000.0 <br />1 0.0 none SC78.G 5608.3 0.0 2000.0 2000.0 <br />Dr.[ailed Resul[s ot Facina Stability Analyses (Connec[ion�1: <br />SRW 11ee1 Geo Connection Connection Connec[ion <br />Unit Elev Type Load Capacity Capacity <br />R (fU (lbs/fU (peakl (deformationl <br />(lbs/ft) (lbs/tt) <br />C 7.5 1 231.1 1586.9 1586.9 <br />3 5.0 1 �10.9 1850.0 1850.0 <br />2 2.5 1 1001.5 1850.0 iB50.0 <br />