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~,, <br />~, <br />• Version: Risiwall 5.1 030 <br /> ENGINEERS, LTD. <br />• Project Name: North Eagleview Ihainage Channel <br />- Site: #3 to F St <br />Prepared By: HURNETT CONSULTING <br />Contact: TOM BURNETT <br />Phone: (970)723-4061 <br />3 2.250 0.000 0.000 0.000 310.500 <br />Layer Interface Horizontal Lateral Lateral Safety <br /> Shear Shear Soil Surcharge Factor <br /> Capacity Capacity Force Force <br />n Vu(n) Vh(n) Ps(n) Pq(n) FSsI(n) <br /> [Ib/ft] [lb/ft] [Ib/ft] [lb/ft] <br /> Eq [4-25] Eq [5-06] Eq [5-08] Eq [5-48] <br />1 2724.294 2724.294 612.324 0.000 6.449 <br />2 2466.920 2466.920 300.537 0.000 11.022 <br />3 2209.546 2209.546 69.478 0.000 31.802 <br />Geogrid Connection Strength : <br />Design Standard Requirement FScs Minimum 1.500 <br />Layer Weight of Connection Tensile Safety <br /> Wall Above Strength Load Factor <br />n Ww(n) Sc(n) Fg(n) FScs(n) <br /> [lb/fr] [lb/ft] [lb/ft] <br /> Eq [4-09] Eq [5-59] Eq [5-36] Eq [5-57] <br />1 862.500 1087.974 367.250 2.962 <br />2 586.500 987.518 249.730 3.954 <br />3 310.500 887.063 135.163 5.717 <br />Bulging /Shear Capacity: <br />Design Standard Requirement Ssc Minimum 1.500 <br />Conrse Weight of Interface Horizontal Geosynthetic <br />Number Wall Above Shear Shear Tensile Load <br /> Capacity Capacity Above <br />m Ww(m) Vu(m) Vh(m) EFg(n)..(I~ <br /> [lb/ft] [lb/fr] [lb/fr] [Ib/ft] <br /> Eq [4-09] Eq [4-25] Eq [5-36] <br />14 34.500 1952.172 1952.172 0.000 <br />13 103.500 2016.515 2016.515 0.000 <br />12 172.500 2080.859 2080.859 0.000 <br />I1 241.500 2145.202 2145.202 0.000 <br />10 310.500 2209.546 2209.546 0.000 <br />9 379.500 2273.889 2273.889 155.163 <br />8 448.500 2338.233 2338.233 155.163 <br />7 517.500 2402.577 2402.577 155.163 <br />6 586.500 2466.920 2466.920 155.163 <br />5 655.500 2531.264 2531.264 404.893 <br />4 724.500 2595.607 2595.607 404.893 <br />3 793.500 2659.951 2659.951 404.893 <br />07/27/2003 12:55 pmm Page 18 <br />