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• , \titional Concrete Mason _ssociation Page 3 of 6 <br /> Unit-Unit Interface Properties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(lbift) Angle Capacity(1b/ft) <br /> 1540.00 35.00 2280.00 <br /> Geosynthetic-SRVV Unit Connection Strength properties <br /> Minimum 1st Inflection Point(Ibtft) 2nd Inflection Point(lhift) <br /> Conn. <br /> Geosynthetic Product Connection Max, <br /> Capacity Normal Load capacity Normal Load <br /> Connecton <br /> (lb/ft) (lb/ft) <br /> (Ituft) <br /> Capacity(ib/ft) <br /> Comtrac 400 1025,00 3400,00 1025 3420.00 1500.00 <br /> Corntrac 800 2055.00 2022.00 2055.00 6850.00 2400.00 <br /> Contrac 600 1540.00 1520.00 1540.00 5130.00 1900.00 <br /> ---------- <br /> Geos nthetc-SRW Unit Shear Strength •ro.erties <br /> Minimum Maximum <br /> Geosynthetic Shear Friction <br /> Shear Shear <br /> Product capacity(Itot) Angle <br /> Capacity(ibfft) <br /> Comtrac 400 1500.00 35.00 2280.00 <br /> Corntrac 800 2400.00 35.00 4565.00 <br /> Contrac 600 1900.00 35.00 3425.00 <br /> - -------------- <br /> Vertical Components <br /> Vertical Components of Earth Pressures Used : No <br /> Cofficients of Earth Pressure and Failure Plane Orientation <br /> Reinforcement Soil(Static)(Ka) :0.211 <br /> Reinforcement Soit(Static)(Kah Horizontal Component) :0.200 <br /> Internal Modified Back Slooe(Bint) :0.000 <br /> Orientation of failure plane from horizontal(degrees)for <br /> ; 57-036 <br /> Internal Stability <br /> Retained Soil(Static)(Ka) :0.186 <br /> Retained Soil(Static)(Kah Horizontal Component) : 0.161 <br /> External Modified Back Slope03ext) 0.000 <br /> Orientation of failure plane from honzontaI(degrees)for 57.908 <br /> External Stability <br /> le:///C:1Prograrn%20Fi les%20(x86)/N1CMA/SR Wall%204.0/Report.html 6/26/2015 <br />