Laserfiche WebLink
Mechanically Stabilized Earth Walls SOUndview Business Center <br /> '-.~^-__.~^`_.. <br /> INPUT DATA: Geogrid <br /> (Analysis) <br /> d Geogrid <br /> Tv|t [|b/M1 4700.0 5900.0 9500.0 13705.0 <br /> Durability reduction factor,Rpd 1.10 1.10 \.|O 1.10 <br /> stdhui reduction factor,RFid 1.10 l]O l.\O lJO <br /> | Creep reduction factor,Rpu 1.50 1.58 1.58 1.58 N/A <br /> yo'nveruUfor strength N/A N/A N/A N/A <br /> Coverage ratio,Rn 1.000 1.000 1.000 1.000 <br />| � Friction angleilioterbce. p 24.00 24.00 24.00 24.00 <br />| 0.80-tO 0.80-tuo O.&O-tao� 0.80-tao N/A <br /> Scale-effect correction factor, u 0.8 0.8 0.8 0.8 <br /> Note:%for calculating K/Ku and F*io measured from roadway surface(rRWA-NBl'lO'O24). <br /> Variation nf Lateral Earth Pressure Coefficient With Depth <br /> Z K/Ku 0.0 l/) 2.0 u/ua3.O <br /> 0b 1.00 O <br /> 33� | VU ��U <br /> � ' hh <br /> 0.0 ft 1.00 <br /> � <br /> F.8ft 1.00 <br /> 9.8 <br /> lllft 1.00 <br /> \6A ft ).0O <br /> 16.4 <br /> |9.7ft |lN <br /> 262 <br /> 32.8 <br /> | <br />� <br />� <br />� <br /> ' <br /> oouodview Business Center Page»of 5 <br /> Copyright(D /sw8-2o// ADAMA Engineering,Inc. License number uxowLxo//oo <br />