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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present D.td`n.n. To.Oct 13 14MA1 2015 CAUsersVheory wrightWocumentsNSEW hles\401 I I.nL\8 Foot BEN <br /> ANALYSIS:CALCULATED FACTORS(Static conditions) <br /> Bearing capacity,Fs=8.5 1,Meyerhof stress= 1345 1 b/ft". <br /> Foundation Interface: Direct sliding.Fs=2.763, Eccentricity.e/l.=0-0670.Fs-overturning=5.31 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> Elevation Length Type [Pullout [connection [geogrid strength resistance sliding e/L name <br /> [ft] [ft] # resistance] break] strength] Fs Fs Fs <br /> 1 2.00 7.00 1 N/A 2.28 2.30 2.303 4.564 2.560 0.0333 Miragrid 5XT <br /> 2 4.67 7.00 1 N/A 4.46 4.50 4.504 4.762 4,285 0.0048 Miragrid 5XT <br /> 3 7.33 7.00 1 N/A 10.56 10.67 10.668 4.248 17.167 -0.0030 Miragrid 5XT <br /> ANALYSIS:CALCULATED FACTORS(Seismic conditions) <br /> Bearing capacity,Fs=5.80,Meyerhof stress=1629 lb/ft2. <br /> Foundation Interface:Direct sliding,Fs= 1.762,Eccentricity,c/l 0.1425,Is-overturning=3.03 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> # Elevation Length Type [pullout [connection [geogrid strength resistance sliding e/L name <br /> [ft] [ft] N resistance] break] strength] Fs Fs Fs <br /> 1 2.00 7.00 1 N/A 1.97 1.99 1.995 2.934 1.694 0.0725 Miragrid 5XT <br /> 2 4.67 7.00 1 N/A 3.59 3.63 3.626 2.755 3.089 0.0146 Miragrid 5XT <br /> 3 7.33 7.00 1 N/A 7.38 7.45 7.451 2.020 15.296 -0.0028 Miragrid 5XT <br /> Soundview Business Center Page 5 of 5 <br /> Copyright(01 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br />