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SRWall (ver 3.22 April 2002) <br />LN 0511135 <br />I_-__-.__---___ <br />Results of Znternal Stabili[y Analyses: <br />ISRW Geosyn Elev Length Anchor FOS FOS <br />Unit Type (fU (fU Length Ovcr- Fullout <br />M (ft) s[ress <br />I> 1.0 > 1.0 > 1.5 <br />5 1 10.0 10.52 1.6 0.36• 3.72 <br />6 1 7.5 9.71 2.0 0.2� d.9< <br />I 3 1 5.0 8.51 2.8 0.13• 5.2� <br />2 1 2.5 7.5 3.0 0.06� 3.79 <br />No[e: • value does NOT MEET design criterion (4 �occurrencesl <br />De[ailed Results of Internal Stabili[v Anulyses: <br />SRW Geosyn Elev Allowable Tensile <br />Unit Type (fU Strength Load <br />N (lbs/fU (Ibs/fU <br />I 5 1 50.0 82.2 231.1 <br />< 1 7.5 82.2 C10.9 <br />3 1 5.0 82.2 616.3 <br />2 1 2.5 82.2 1309.7 <br />_-______-___-.. ___ -_____._____ <br />I <br />Result� of Facinq S[ahility Analyses: <br />I SRW Hce1 Gew^ynthe[ic FOS FOS <br />Uni[ Elev Type Over- Shear <br />N (fU Curnin9 (pcuk) <br />> 1.5 > 1.5 <br />Page 5 <br />FOS Layer <br />Sliding Spacing <br />(f[J <br />T 1.5 < 3.0 <br />16.85 OR <br />8.27 OR <br />5.16 OK <br />3.7 OR <br />Pullout Sliding Sliding <br />Capacity Force Capaci[y <br />(Ibs/t[) (1bs/fU (lbs/fU j1//� <br />'X C✓ee(+ RgduCe& S�y g+l�= ��Zoo � <br />5 � =l200:859.$= I.� o.k, <br />9. 186.3 2766.1 <br />2031.3 551.2 1555.9 <br />323 .5 1109.2 5720.6 <br />962.6 1860.< 6885.� <br />�XT 5,�373s?3z3i =1. I'► <br />'l$xt S,F,= 56�6 '•�963= 1.�3 <br />Shear FOS Cnnnection <br />(deformationl Connection (deforma[ionl <br />(peakl <br />< 0.02 x Hu > 1.5 < 0.75 in <br />5 10.0 1 12.78 13.39 OK 6.87 <br />< 7.5 1 3.69 11.13 OR d.5 <br />3 5.0 1 1.69 7.08 OK 3.0 <br />2 2.5 1 1.02• 5.19 OR 1.{1• <br />1 0.0 none 0.7• _ _ _ <br />Note: � value does NOT MEF.7' design criterion (3 accurcences) <br />OR <br />OK <br />OK <br />OK <br />Detailed Resul[s of Facinp .S[ability Analyses (Momen[ and Shear): <br />SRtY Hcel Geo Orive Resist Shcar Shear Shear <br />� UniL Elev Type Moment Momen[ I.oad Capaci[y Cdpaci[y <br />. M (fU (lbs-tt/fU (Ibs-ft/fU (lbs/fU (Ibs/fU (lbs/ftJ <br />�out -in (peak) (deformat?onl <br />I 5 10.0 1 85.6 1093.8 102.7 1375.0 1375.0 <br />� a 7.5 1 68G.8 2393.1 175,8 2000.0 2000.0 <br />I 3 5.0 1 2311.2 3897.9 28i.5 2000.0 2000.0 <br />2 2.5 1 Sd78.4 5608.3 385.2 2000.0 2C00.0 <br />. 1 0.0 none 10700.0 752C.3 0.0 2000.0 2000.0 <br />