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Unit -Unit Interface Properties <br />Minimum Shear Capacity <br />Shear Friction Angle <br />Maximum Shear <br />(Iblft) <br />Geosynthetic Product <br />Capacity (Iblft) <br />9400.00 <br />10.00 <br />9400.00 <br />GeosvntheticSRW Unit Connection Strength properties <br />GeosvntheticSRW Unit Shear Strength properties <br />Geosynthetic <br />Product <br />Minimum Shear <br />Capacity(Iblft) <br />let Inflection Point (lb /ft) <br />2nd Inflection Point (Ib /ft) <br />Geosynthetic Product <br />Minimum Conn. <br />10.00 <br />9400.00 <br />Miragrid 5XT <br />9400.00 <br />10.00 <br />Capacity (lb/ft) <br />Normal Load <br />Connection <br />Normal Load <br />Max Connection <br />(lb/ft) <br />Capacity (lb/ft) <br />(Ib/ft) <br />Capacity(lb /ft) <br />Miragrid 3XT <br />612.00 <br />1500.00 <br />1062.00 <br />2850.00 <br />1450.00 <br />Miragrid 5XT <br />368.00 <br />2550.00 <br />1770.00 <br />6000.00 <br />2218.00 <br />GeosvntheticSRW Unit Shear Strength properties <br />Geosynthetic <br />Product <br />Minimum Shear <br />Capacity(Iblft) <br />Shear Friction <br />Angle <br />Maximum Shear <br />Capacity (IbNt) <br />Miragrid 3XT <br />9400.00 <br />10.00 <br />9400.00 <br />Miragrid 5XT <br />9400.00 <br />10.00 <br />9400.00 <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) <br />: 0.341 <br />Reinforcement Soil(Static)(Kah Horizontal Component) <br />: 0.325 <br />Internal Modified Back Slope(Bint) <br />: 26.570 <br />Orientation of failure plane from horizontal(degrees) for Internal Stability : 48.338 <br />Retained Soil(Stabc)(Ka) <br />: 0.307 <br />Retained Soil(Static)(Kah Horizontal Component) <br />: 0.269 <br />External Modified Back Slope(Sext) <br />: 21.805 <br />Orientation of failure plane from horizontal(degrees) for External <br />Stability : 49.779 <br />