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SRWall (ver 3.22 April 2002) <br />LN 0511135 <br />Results of In[ernal S[abili[y (Seisnicl Analyses: <br />�� SRY Geosyn Elev Length rnchor FOS FOS FOS Layer <br />� Unit Type (fU (fU Leng[h Wer- Pullout Sliding Spacing <br />p (fU stress <br />(fU <br />, > 1.0 > 1.0 > 1.1 > 1.1 t 3.0 <br />Page 5 <br />< 1 7.5 9.51 2,2 0.3• 0.79• 5.22 OR <br />3 1 5.0 7.71 2.0 0.�• 1.55 3.77 OR <br />2 1 2•5 6.5 2.� 0.2�� 1.55 2.69 OR <br />No[e: • value does NOT MEET design cci[erion (9 occurrences) <br />No[e: Seismic analysis may not give the lowest fac[ors of sate[y for FOS agains[ ieinforcement <br />over-s[[ess in intecnal stabilty calculations. Be sure [o check current design using sta[ic analysis <br />option. <br />Detailed ResulLs of Znternal SCabilitv Analyses: <br />� SRW Geosyn Elev Allowable Tensile Pullout Sliding S2iding <br />Unit Type (ft) 5[rength Load Capar.ity Force Capacity <br />A (lbs/tU (Ibs/fU (lbs/ft1 (lbs/fU (lbs/fU <br />i <br />I <br />l <br />< 1 7.5 611.1 1387.0 1101.♦ C69.9 <br />3 1 5.0 <11.1 1030.9 1599.5 lO6C.6 <br />Z 1 2.5 dll.l 17'J5.9 26<6.B 183<.0 <br />2�51.7 <br />t008.5 <br />�9�0.3 <br />Resul[s of Facinp S[abilify (^eismicl Analy^es• <br />( <br />1 SAW flecl Geosynthetic FOS FOS Shcar FOS Connection <br />� Uni[ Elev Type Over- Shear (deforma[ionl Connection (deformation) <br />N (fU turning (pcak) (peak) <br />I> 1.1 > 1.1 < 0.02 z Hu > 1.1 < 0.75 in <br />0 7.5 1 0.98� 1.52 OR l.la OR <br />3 5.0 1 0.7• 3.96 OA 1.79 Ol( <br />( 2 2.5 1 0.6• 3.65 OR 1.OB• OR <br />1 0.0 none O.SC• <br />tJo[e: � value does NOT MEF.T design criterion (5 occurrences) <br />De[a:led RcsulC� of Facino S[ability Malyses (Momen[ and Shearl� <br />SRW iteel Gao Orive Xesist Shear Sh^ar Shear <br />UniC F.lev Type Momen[ Momen[ Load Capacity Capacity <br />F (fU (lbs-I[/tU Ub.^,-Ic/fc1 (lbs/fU (lb�/fU (2G5/fU <br />+ou[ -in (peak) (deforma[ionl <br />d �•5 1 1111.5 1093.8 903.0 1375.0 1375.0 <br />3 5.0 1 CSB7.7 3215.3 SOC.B 2000.0 2000.0 <br />2 2.5 1 106<1.3 6364.6 5<7.1 2000.0 2000.0 <br />1 0.0 none 19<BC.9 10561.7 0.0 2000.0 2000.0 <br />