Abstract: The present study addresses the effect of interference on the uplift capacity of two closely spaced horizontal strip anchors embedded in cohesionless soil. The analysis has been performed using the method of stress ...

Abstract: In this study, the pertinence of a broken-back retaining wall with bilinear backface in mitigating the effect of earthquake is demonstrated using the method of stress characteristics coupled with the pseudodynamic approach. ...

Abstract: This study proposes a plasticity-based approach to ensure the static and seismic stability of a finite soil slope supporting a uniformly distributed surcharge on the horizontal top surface. Most of the available investigations ...

Abstract: The stability of the waterfront retaining walls is critical while subjected to the combined actions of a tsunami and earthquake. Although rare, simultaneous occurrences remain critical for prominent structures. However, ...

Abstract: In this paper, the seismic active resistance of a slanted cantilever retaining wall holding a cohesionless backfill is computed using the method of stress characteristics in association with the pseudodynamic approach. ...