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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center Present Daw/Tinne rue,Oct 13 14:08 30 2O 15 C\U-,�h-y wrighllDncumentslMSE W FkV10 I I Lni.%10 67 root of ............ ANALYSIS:CALCULATED FACTORS(Static conditions) Bearing capacity,Fs=8.60,Meyerhof stress= 1706 lb/W Foundation Interface:Direct sliding,Fs=2.763,Eccentricity.ell-=0.0680, Ps-overtUrning=5.26 G E 0 G R I D CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product 0 Elevation Length Type [Pullout [connection fgeogrid strength resistance sliding e/L name [ft] IN # resistance] break] strength] Fs. Fs Fs 1 2.00 9.00 1 N/A 1.73 1.75 1.746 6.122 2.391 0.0412 Miragrid 5XT 2 4.67 9.00 1 N/A 2.98 3.01 3.005 6.714 3.338 0.0150 Miragrid 5XT 3 7.33 9.00 1 N/A 4.46 4.51 4.508 5.537 5.551 -0.0000 Miragrid 5XT 4 10.00 9.00 1 N/A 10.60 10.70 10.704 5.157 22.414 -0,0025 Miragrid 5XT ANALYSIS: CALCULATED FACTORS(Seismic conditions) Bearing capacity,Fs=5.54,Meyerhof stress=2126 Ib/ft2. Foundation Interface: Direct sliding,Fs= 1.705, Eccentricity.e/L=0.1534,I-s-overturninL,=2.86 GEOGRID CONNECTION Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product 9 Elevation Length Type [Pullout [connection [geogrid strength resistance sliding e/L name [ft] [ft] # resistance] break] strength] Fs Fs Fs 1 2.00 9.00 1 N/A 1.49 1.50 1.503 3.903 1.511 0.0948 Miragrid 5XT 2 4.67 9.00 1 N/A 2.41 2.43 2.431 3.912 2.209 0.0383 Miragrid 5XT 3 7.33 9.00 1 N/A 3.45 3.49 3.489 3.031 4.001 0.0059 Miragrid 5XT 4 10.00 9.00 1 N/A 6.86 6.93 6.929 2.217 19.999 -0.0024 Miragrid 5XT Soundview Business Center Page 5 of 5 Copyright 0 1998-2011 ADAMA Engineering,Inc, License number MLNL-301109