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MSEu/-Mechanically Stabilized Oxrtb Walls Soond,ie=Business Center <br /> .Dwe*= I'm vmno`^m�n m=vx�Lo �"mm <br /> INPUT DATA: Gewgrid <br /> (Analysis) <br /> D A T A G <br /> Tuk O 4700.0 5900.0 9500.0 13705.0 <br /> Durability reduction factor,RPd 1.10 1.10 1.10 1.10 <br /> Instal|ohon-dum age reduction factor,RFid 1.10 ).)O /.10 l./O <br /> Creep reduction factor,RPc 1.58 1.58 1.58 1.58 N/A <br /> Fs-overall for strength N/A N/A N/A N/A <br /> Coverage ratio,Rc \.00O L000 ).00O 1.000 <br /> Friction angle along ~mi!imorfuce. p 24.00 24.00 %48O 24.00 <br /> PuUoutnoiytuooe� m� �P* 0.80-tor+ 0.80-tun� 0.80-ton� 0.80-tamk N@` <br /> Scale-effect correction factor, oc 0.8 0.8 0.0 0.8 <br />� Note:%for calculating KJKu and F* io measured from roadway surface(PRvY&-NB}'lO'O24). <br /> Variation of Lateral Earth Pressure Coefficient With Depth <br /> % K/Ku 0.0 1.0 2.0 K/&x3.0 <br /> Vft 1.00 0 <br /> 3.3ft 1.00 3[f] <br /> 06 <br /> h.hft LVO � <br /> 9.8ft )lN <br /> 98 <br /> � |ll ft 1.00 ' <br /> � 16.4ft llN <br /> |64 <br /> i9Jft |10 <br /> � 26.2 <br /> 32.8' <br />� <br />� <br />� <br /> � <br /> � <br /> � <br /> � <br /> | <br /> � <br /> avvnd,iew Business Center Page»o'5 <br /> Copyright 0 /*98-20// xo^mA Engineering,Inc. License[lumber mIw .-» 1/ov <br />