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SRWall (ver 3.22 April 2002) Page 3 <br />LN 05I1135 <br />Geosynthetics Properties: <br />Strenqth and Polymer Type: <br />Ultimate Strength (lbs/ft) <br />Polymer Type <br />Type 1 Type 2 Type 3 <br />3700.0 2625.0 5300.0 <br />EIDPE or PP polyeater fmPE or pp <br />Reduction Factors: Type 1 Type 2 Type 3 <br />Creep (=1.00 for seismic analysis) 1.00 1.00 1.00 <br />Durability 2.00 2.00 2.00 <br />Installation Damage 3.00 3.00 3.00 <br />Overall Factor of Safety 1.50 1.50 1.50 <br />(Dynamic) Allowable Strenqth: Type 1 <br />Ta (lbs/ft) 411.11 <br />Coefficient of Interaction: Type 1 <br />Ci 0.7 <br />Coefficient of Direct Slidinq• Type 1 <br />Cds 0.95 <br />Connecti.on Str�.',9th: <br />Ultitnate Strength Criterion: <br />Minimum (lbs/ft) <br />Fr.iction Angle (degrees) <br />Maximum (lbs/ft) <br />Service State Criteri.on: <br />Minimum (lbs/ft) <br />FricCi.on Rngl.e (degrees) <br />Maximum (].Ls/PC) <br />Type 1 <br />1233.3 <br />22.0 <br />1850.0 <br />Type 2 Type 3 <br />291.67 588.B9 <br />Type 2 <br />0.7 <br />Type 2 <br />0.95 <br />Type 2 <br />875.0 <br />22.0 <br />1312.5 <br />1233.3 875.0 <br />22.0 22.0 <br />1650.0 1312.5 <br />Type 3 <br />0.7 <br />Type 3 <br />0.95 <br />Type 3 <br />1766.7 <br />22.0 <br />2650.0 <br />1766.7 <br />zz.e <br />2650.0 <br />