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?'Y�'s2hfapxa s.wMst6ehPe`LMMgi4lyk m.wtSSS:€x4,«uRi3S�'i :S+.[LS&aA�.wnLtB&'irvnk.A'a�'II�'Yk...ifleA c..w*'e845xa+i�#Y LYa4�h SP <br />AlYSiFA'i6MW tkt$Stabilized <br />''0.�:�,kQQx�w.aq <br />^WNp«#kji��#k'cR➢xaWalls <br />$$ <br />.?. SI..,W -- Mechanically tabilize Earth $'9fValls <br />Riverview <br />i" ���vwlnf �.iR1a^ 'c: {":i MY x ! 5 WA 1:23 2019 <br />Y:,Clww,'$ <br />!FA,X>.Y�VVWI 1XmigrW1',9S1,,09` G, 1A, 6.67'.�£3EN <br />al.>du< <br />ANALYSIS: CALCULATED FACTORS (Static conditions) <br />Bearing capacity, Fs = 13.02, Meyerhof stress = 947 lb/ft'. <br />l auridatier9 Interface: Direct sliditt Fs =. 318 . Ee attrieit L IiiQ42 1-overturnin '= 7.9 . <br />I GEOGRID CONNECTION <br />Fs -overall Fs -overall Fs -overall Geogrid <br />Pullout <br />Direct <br />Eccentricity Product <br /># Elevation Length Type [pullout [connection [geogrid strength <br />resistance <br />sliding <br />e/L name <br />[ft] [ft] # resistance] break] strength] Fs <br />Fs <br />Fs <br />1 2.00 7.00 ) N/A 4.21 4,01 4.013 <br />4.520 <br />2.748 <br />0,0191 SF-55 <br />2 4.67 7.00 I N/A 9.94 9.47 9.469 <br />3.698 <br />4.886 <br />0.0022 SF-55 <br />ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br />Bearing capacity, Fs = 9.69, <br />Meyerhof stress = 1098 lb/ft2. <br />b utt iart lut uce:. D"creut idj Wjtifs = 1.958ecetttridit e/L ti.l 2 s- m <br />i ".= 3.80' <br />GEOGRID CONNECTION <br />Fs -overall Fs -overall Fs -overall I Geogrid <br />Pullout <br />Direct <br />Eccentricity Product <br /># Elevation Length Type [pullout [connection [geogrid strength <br />resistance <br />sliding <br />e/L name <br />[ft] [ft] # resistance] break] strength] ( Fs <br />( <br />Fs <br />Fs <br />1 2.00 7.00 1 N/A 3.44 3.27 3.273 <br />2.664 <br />1.609 <br />0,0536 SF-55 <br />2 4.67 7.00 1 N/A 6.94 6.60 6.605 <br />1.756 <br />3.199 <br />0,0083 SF-55 <br />Riverview <br />Copyright 0 1998-2016 ADAMA .l;ngincering, Inc. License number MLNLL-301 109 <br />