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Due to failure of reinforced soil wall in various country the various risk factors are associated. In the present pseudo-static analysis, some risk factor analyses have been done by considering the seismic waves with uniform surcharge and also consider surcharge’s inertial behaviour at risk factor of horizontal and vertical coefficients of accelerations at kh = 0.24, 0.36 and kv = 0.12, 0.18 taking into account in this analysis we take some case study analysis at particular value of some quantity such as soil cohesion and surcharge. The past research mostly utilized the normalized tensile reinforcing forces for reinforced soil walls’ seismic stability backfilled with cohesion less soil using a few rigorous techniques, taking the pseudo-static earthquake forces.

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A Case Study Assessment of Reinforcement Soil Wall Consideration of Seismic Waves and Uniform Surcharge

  • 会议论文

  • 发表日期：

    2026年

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  • Niranjan Singh,
  • Ashish Gupta

摘要

Due to failure of reinforced soil wall in various country the various risk factors are associated. In the present pseudo-static analysis, some risk factor analyses have been done by considering the seismic waves with uniform surcharge and also consider surcharge’s inertial behaviour at risk factor of horizontal and vertical coefficients of accelerations at kh = 0.24, 0.36 and kv = 0.12, 0.18 taking into account in this analysis we take some case study analysis at particular value of some quantity such as soil cohesion and surcharge. The past research mostly utilized the normalized tensile reinforcing forces for reinforced soil walls’ seismic stability backfilled with cohesion less soil using a few rigorous techniques, taking the pseudo-static earthquake forces.