Simplified Solution to Analysis Risk Assessment of Reinforcement type Soil Wall Considering Seismic Waves with Uniform Surcharge

Due to failure of reinforced soil wall in various country the various risk factor are associated to these failure. In the present pseudo-static analysis some risk factor analysis have been done by considering the seismic waves with uniform surcharge and also consider surcharge's inertial behavior at risk factor of horizontal and vertical coefficients of accelerations at k(h) = 0.24, 0.36 and k(v )= 0.12, 0.18 taking into account. The earlier studies mostly utilized the normalised tensile reinforcing force for reinforced soil walls' seismic stability backfilled with cohesive soil employing some demanding methods taking into account the pseudo-static seismic forces. Reinforced soil wall are chemically composed with reinforcement and concrete of appropriate grade. Reinforcement type soil wall are Hybrid Composite Material structure