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<br /> MSEW--Mechanically Stabilized Earth Walls Seaway Center Lot 3C
<br /> Picscat Date/rime: Fri Oct 12 1e;22:37 2007 GAISERSUSADLERLSUII01.5977,I Sr:may Ctr Lot 3Cdteinf Rockery DcsigntRevtf Rockery 7'.1)GK
<br /> ANALYSIS:CALCULATED FACTORS (Static conditions)
<br /> Bearing capacity,Fs= 14.38,Meyerhof stress= 1613 lb/ft2.
<br /> I Foundation Interface: Direct sliding. Fs=2,489. Eccentricity.e/L=0,1405,Fs-overturning=3.56
<br /> GEOGRID CONNECTION
<br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product
<br /> Elevation LengthType [pullout [connection[geogrid strength resistance sliding e/L name
<br /> Ill
<br /> [ft] [ft] Ii resistance] break] strength] Fs Fs Fs
<br /> 1 1.50 6.00 1 N/A N/A N/A 3.054 4.719 2.276 0.1019 Synteen SF,. 5
<br /> I 2 3.50 6.00 1 N/A N/A N/A 5.139 4.374 2.81 I 0.0593 Synteen SF.,
<br /> 3 5.50 6.00 i N/A N/A N/A 5.090 1.789 3.676 0.0267 Synteen SF.. C5
<br /> I ANALYSIS:CALCULATED FACTORS (Seismic conditions)
<br /> Bearing capacity,Fs=9.25,Meyerhof stress=2137 lb/ft2.
<br /> Foundation Interface: Direct sFding.Fs= 1.529, Eccentricity.e/I,=9.2594.Fs-overturning= 1.93
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<br /> GEOGRID CONNECTION
<br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product
<br /> �l Elevation Length [pullout [connection [geoerid strength resistance sliding e/L name
<br /> [ft] [ft] {I resistance] break] strength] Fs Fs Fs
<br /> It 1.50 6.00 1 N/A N/A N/A 2.494 3.082 1.437 0.1804 Synteen SF..CC
<br /> 2 3.50 6.00 I N/A N/A N/A 3.950 2.690 1.875 0.0969 Synteen SF,.5
<br /> 3 5.50 6.00 I N/A N/A N/A 4.167 1.172 2.698 0.0383 Synteen SF.,3
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<br /> GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0)
<br /> I STATIC CONDITIONS:For the..speciftesl seat_eh_grid, the calculated minimum Fs is 2.074
<br /> (it corresponds to a critical circle at Xc=-1.60,Yc= 12.00 and R= 12.95[ft]).
<br /> SEISMIC CONDITIONS:For the specifeslelarch gel, the calculated minimum Fs is I.700 i
<br /> ' (it corresponds to a critical circle at Xc=-1.60,Yc= 12.80 and R= 13.70[ft]).
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<br /> Seaway Cciiieu Lot 3C .,,.._.,......,_..,,,...._..>,.,...,.-.,.....,_..,.�,. .....................r...,,.,.._.,,....,_..>�....._,..,,..,.._,• ,,.,.._..,.m..�..�..,�..,�..,.....�,.,,..Page 4nf•1
<br /> Copyright u]1998-2004 ADAMA Engineering,Inc, License number M-US-0534
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