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\.-rYYUYW,+-.rr W.\....Ovyt\,�,JrYux\w..r.44 x"w.•.YUYt,�r.Y>ul1'r a,....rr vNV\..-.r14NV,.�rl uYr•\.-.r•N.rr\�.II4NY.�.r,\wY rr\.Wr\r rl uuV\r rB Yrlx,r r.uu�\r r�4ux��..,reWlr\..w i�.ro MYr r�uertw�.rY-��� <br /> MSE W--Mechanically Stabilized Earth Walls Soundview Technology Center <br /> Present Dale/Time: Tue Dec 13 13.47.51 2016 C:\Users\chase halsen\Desktoff lease-Desktop CopiesMall DesignsW011 OS\40 Fool BEN <br /> , <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> Noe#1 Noe#2 tvne#3 tvne#4 tune#5 <br /> Tult fib/ft] 4700.0 5900.0 9500.0 13705.0 20559.0 <br /> Durability reduction factor,RFd 1.10 1.10 1.10 1.10 1,10 <br /> Installation-damage reduction factor,RFid 1.10 1.10 1.10 1.10 1.05 <br /> Creep reduction factor,RFc 1.58 1.58 1.58 1.58 1.58 <br /> Fs-overall for strength N/A N/A N/A N/A N/A <br /> Coverage ratio,Rc 1.000 1.000 1.000 1.000 1.000 <br /> Friction angle along geogrid-soil interface, p 24.00 24.00 24.00 24.00 21.33 <br /> Pullout resistance factor,F* 0.80•tar� 0.80•tanp 0.80•tO 0.80•tanp 0.80•tanp <br /> Scale-effect correction factor, a 0.8 0.8 0.8 0.8 0.8 <br /> Note:Z for calculating K/Ka and F* is measured from roadway surface(FHWA-NHI-10-024). <br /> Variation of Lateral Earth Pressure Coefficient With Depth <br /> Z K/Ka K/Ka <br /> 0.0 _1.0 2.0 3.0 <br /> 0 ft 1.00 0 <br /> 3.3 ft 1.00 Z[R]6.6 <br /> 6.6 ft 1.00 <br /> 9.8 ft 1.00 9.8 <br /> 13.1 ft 1.00 <br /> 16.4 ft 1.00 16.4 <br /> 19.7 ft 1.00 <br /> 26.2 <br /> 32.8 <br /> .r4NNr,m,1 W•\r rYYYr Ii...lOYrIV♦+...YYWY\r YYYUY,rf Y W-r\-w,0 W t\...JY Ygr\r r0\INr.r rx YYr\r IY4u\\r rYrp,•.�.r•iYrx rrlYrrYr fw-.rY4ur\r YUYY\.w1YYel V'\f..lxrrlt,�.r04uV\'r-IYrnAx\wr\• <br /> Soundview Technology Center Page 3 of 5 <br /> Copyright Q 1998-2011 ADAMA Engineering,Inc, License number MI,NI.301 l09 <br /> �..rJllYly'YrNaur.r..inyyy WWLIIu�-.:JYgta\�1JNSkN'.�u..::NSll.uuwviW .wJ-sYur wci?4u_4irlYWY1'wri lHfWUS _ i�.�"-._ "IrlYlYll.wxLLWIR\w1UY111�IWYY.1�YfIW�,'.w:OYLLl.1�Y <br /> I <br />