Laserfiche WebLink
MSEW--Mechanically Stabilized Earth Walls Seaway Center Lot 3C <br /> Plae-at Uatcrrnnc:Fri On 12 I4:16:11 2007 G:tliSCleSUSADIl0'S0003922v1 Seaway Or lot V'0-.f Rockery➢esign\Rcinf Kocksry 9'.lIEN <br /> I <br /> ANALYSIS: CALCULATED FACTORS (Static conditions) <br /> Bearing capacity.Fs= 12.61.Meyerhof stress= 1989 Ib/ft2, <br /> I Foundation Interface: Direct sliding, Fs=2.489. Eccentricity,e/I.=0,1475,Fs-overturning=3.39 <br /> GEOGRID CONNECTION <br /> Fs-overall Fs-overall Fs-overall Geogrid Pullout Direct Eccentricity Product <br /> I # Elevation Length Type [pullout [connection[geogrid strength resistance sliding cit. name <br /> [ft] [ft] # resistance] break] strength] Fs Fs Fs <br /> 1 1.50 7.00 1 N/A N/A N/A 2.486 5.988 2.230 0.1136 Synteen SF..SS <br /> 2 3.50 7.00 1 N/A N/A N/A 3.930 5.999 2.655 0.0749 Synteen SF..S" <br /> 3 5.50 7.00 1 N/A N/A N/A 5.139 4.308 3.280 0.0436 Synteen SF.'S <br /> 4 7.50 7.00 I N/A N/A N/A 5.090 1.751 4.289 0.0196 Synteen SF..55 <br /> ANALYSIS:CALCULATED FACTORS (Seismic conditions) <br /> Bearing capacity,Fs=7.13.Meyerhof stress=2848 lb/ft2. <br /> Foundation Interface:Direct sliding.Fs= 1.487. Eccentricity.eiL=0,2840.Fs-overturning= 1.76 <br /> I 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 /> I [ft] [ft] # resistance] break] strength] Fs Fs Fs <br /> 1 1.50 7.00 1 N/A N/A N/A 2.022 3.896 1.359 0.2122 Svnteen SF..SS <br /> 2 3.50 7.00 1 N/A N/A N/A 3.021 3.689 1.677 0.1326 Synteen SF..sr <br /> I 3 5.50 7.00 1 N/A <br /> 1 N/A N/A N/A 3.917 2.627 2.188 0.0712 Svnteen SF.. ss <br /> 4 7.50 7.00 N/A N/A 4.144 1.140 3.148 0.0281 Synteen SF.. 5c <br /> IGLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROB=0.0) <br /> STATIC CONDITIONS:For the_sp�si e search grid, the calculated minimum Fs is 1.966 <br /> I (it corresponds to a critical circle at Xc=-1.00,Yc= 16.00 and R= 16.56[ft]). <br /> SEISMIC CONDITIONS: For the ift~sLseat_cJ.t grid, the calculated minimum Fs is 1.592 <br /> (it corresponds to a critical circle at Xc=-1.00,Yc= 16.00 and R= 16.56[ft]). <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> 1 <br /> Seaway Center Lol 3C Pugc <br /> Copyright 0 1998-2004 ADAMA Engineering,Inc. License number M-US-0534 <br />