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MSEW--Mechanically Stabilized Earth Walls SOLIndview Business Center Present Dg jl',- T-Oct 1,14,06 18 2o 15 b1U16Fo0L13P,' ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity, Fs=9.88,Meyerhof stress=2375 lb/ft2. Foundation Interface:Direct sliding.Fs=3.000. Eccentricity e/I,=0.0561, Fs-overturning= 6,OR GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type [Pullout [connection rgeogrid strength resistance sliding e/L name [ft] [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 14.00 3 N/A 2.35 2.38 2.375 9.906 2.431 0.0403 Miragrid I.. 2 4.67 14.00 2 N/A 2,24 2.26 2.261 11.597 2.969 0.0229 Miragrid 7XT 3 7.33 14.00 1 N/A 2.23 2.25 2.252 10.420 3.796 0.0099 Miragrid 5XT 4 10.00 14.00 1 N/A 2.97 3.00 2.997 9.218 5.265 0.0012 Miragrid 5XT 5 12.67 14.00 1 N/A 4.46 4.50 4,504 8.045 8.715 -0.0030 Miragrid 5XT 6 15.33 14.00 1 N/A 10.56 10.67 10.668 8.143 34.478 -0.0018 Miragrid 5XT ANALYSIS:CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=6.52,Meyerhof stress=2924 lb/ft'. Foundation Interface-Direct sliding.Fs= 1.784,Eccentricity,e/L=0.1397,Fs-overjLjj.njnjz=3,11 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product Elevation Length Type [pullout [connection rgeogrid strength resistance sliding e/L name [ft) [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 14.00 3 N/A 2.02 2.04 2.040 6.289 1.462 0.1026 Miragrid I.. 2 4.67 14.00 2 N/A 1.82 1.84 1.840 6.813 1.822 0.0621 Miragrid 7XT 3 7.33 14.00 1 N/A 1.77 1.79 1.791 5.928 2.398 0.0317 Miragrid 5XT 4 10.00 14.00 1 N/A 2.28 2.30 2.300 4.986 3.484 0.0108 Miragrid 5XT 5 12.67 14.00 1 N/A 3.19 3.22 3.224 3.954 6.282 -0.0006 Miragrid 5XT 6 15.33 14.00 1 N/A 5.86 5.92 5.918 2.872 30.721 -0.0018 Miragrid 5XT Somidview Business Center Page 5 of 5 Copyright-0 1998-2011 ADAMA Engineering,tile License number rVIL.N11-301109