mononobe okabe theory
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Mononobe Okabe TheoryTRANSCRIPT
Active and Dynamic Earth's Pressure
Sheet10.0174532925Static active pressureDynamic active pressurePa =95.51Pae =151.215= Height of the Retaining Wall, m=4.63m= Soil Density, kN/m3=18kN/m3= Angle of Friction of Soil=33= Angle of Friction Between Soil and Abutment=16.5= Backfil Slope Angle = 0 (Level Backfill)=0= Slope of Soil Face = 0 (Vertical Rear Face of Stem)=0= Seismic Angle of Friction of Soil=21.8261016842= Acceleration Coefficient=0.267=21.8261016842= Horizontal Acceleration Coefficient=0.4005= Vertical Acceleration Coefficient0Check horizontal acceleration coefficient (AASHTO C6.3.2 I-A):0.401