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National Concrete Mason _--ssociation <br /> Page 3 of 5 <br /> Unit-Unit Interface Properties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(lb/f) Angle Capacity(Ibift) <br /> 1540.0, 228000 <br /> -------------- <br /> Geosynthetic-SRW Unit Connection Strength properties <br /> Minimum 1st Inflection Point(Ib/ft) 2nd inflection Point(Ibtft) <br /> Conn. <br /> Geosynthetic Product Connection Max <br /> Capacity Normal Load capacity Normal Load <br /> Connection <br /> (lb/ft) <br /> (lb/ft) ilb/ft) <br /> Capacity(lb/ft) <br /> Corntrac 400 1025,00 3400.00 1025 3420.00 1500.00 <br /> Comtrac 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 /> Geosynthetic-SRW Unit Shear Strength properties <br /> Geosynthetic Minimum Maximum shear Shear Friction <br /> Shear <br /> Product Angle <br /> Capacity(thift) Capacity(lb/It) <br /> Comtrac 400 1500.00 35.00 2280,00 <br /> Comtrac 800 2400.00 35.00 4565.00 <br /> Contrac 600 1900.00 35.00 3425.00 <br /> Vertical Components <br /> Vertical Components of Earth Pressures Used :No <br /> Cofficients of EarthPressure and Failure Plane Orientation <br /> Reinforcement Soll(Statio)(Ka) :0.211 <br /> Reinforcement Soil(Static)(Kah Horizontal Component) :0.200 <br /> Internal Modified Back Slope(Bint) :0.000 <br /> Orientation of failure plane from horizontal(degrees)for ; 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 Slope(Bext) : 0.000 <br /> Orientation of failure plane from honzontal(degrees)for 57.908 <br /> External Stability <br /> rile:///C:/Program%20Files%20(x86)/NCINAA/SRWall'!/02.04MIReport.1itnil 6126/2015 <br />