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SRWall (ver 3.22 April 2002) <br />LN 0511135 <br />Geosynthetics Properties: <br />Strenqth and Polymer Type: <br />Ultimate Stren.�th (lbs/ft) <br />Polymer Type <br />Type 1 Type 2 <br />3700.0 2625.0 <br />E�PE or PP polyester <br />Reduction Fact.ors: Type 1 <br />Creep (=1.00 for seismic analysis� 1.00 <br />Durability 2.00 <br />Installation Damage 3.00 <br />Overall Factor of Safety 1.50 <br />Type 1. <br />1.00 <br />2.00 <br />3.00 <br />1.50 <br />Page 3 <br />Type 3 <br />5300.0 <br />l�PE or PP <br />Type 3 <br />1.00 <br />2.00 <br />3.00 <br />1.50 <br />(Dynamic) Allowable Strenqth: Type 1 Type 2 Type 3 <br />Ta (lbs/Lt) 411.11 291.67 588.89 <br />Coefficient of Zriteraction: <br />Ci <br />Coefficient of Direct Slidinq: <br />Cds <br />Connection Strenqt.h: <br />Ultimate Strenqth Criteri.on: <br />Minimum (lbs/LC) <br />Friction Angle (degrees) <br />blaxinium (lbs/ft) <br />Service Stace Criterion: <br />Minimum (lbs/f:t) <br />F'r.iction Angle (degrees) <br />Maximum (].bs/CC) <br />Type 1 Type 2 Type 3 <br />0.7 0.7 0.7 <br />Type 1 Type 2 Type 3 <br />0.95 0.95 0.95 <br />7ype 1 <br />1233.3 <br />22.0 <br />1850.0 <br />1233.3 <br />22.0 <br />1850.0 <br />Type 2 <br />875.0 <br />22.0 <br />1312.5 <br />875.0 <br />22.0 <br />1312.5 <br />Type 3 <br />1766.7 <br />22.0 <br />2650.0 <br />1766.7 <br />22.0 <br />2650.0 <br />