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' National Con;;rete Masonary Association Page 3 of 10 <br /> Unit-Unit Interface Properties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(Ib/ft) Angle Capacity(Ib/ft) <br /> 1076.00 26.00 2150.00 <br /> Geosynthetic-SRW Unit Connection Strength properties <br /> Minimum 1st Inflection Point(Ib/ft) 2nd Inflection Point(Iblft) <br /> Geosynthetic Product Conn. Connection Max <br /> Capacity Normal Load Normat Load <br /> (Ib/ft) (Ib/ft) Capacity (Ib/ft) Connection <br /> (Ib/ft) Capacity(Ib/ft) <br /> Miragrid 3XT 355.00 925.00 633.00 2032.00 695.00 <br /> Geosynthetic-SRW Unit Shear Strength proqerties <br /> Geosynthetic Minimum Shear Friction Maximum <br /> Product Capac ty(Ib/ft) Angle Cap chty Qb/ft) <br /> Miragrid 3XT 1076.00 26.00 2150.00 <br /> Design Criteria For External Stability Analysis <br />� FOS Sliding : 1.50 <br /> FOS Overturning : 2.00 <br /> FOS Bearing Capacity :3.00 <br /> Base Geosynthetic ratio(L/H) :0.60 <br /> Reinforced Soil-Retained Soil Interface Friction Factor : 1.00 <br /> Reinforced Soil-Retained Soil Interface Friction Angle : 34.00 <br /> (degrees) <br /> file://C:�Program FilesWCMA\SRW�aII 4.0\Report.html 10/24/2011 <br />