Seismic Analysis of Retaining Wall Subjected to Surcharge: A Modified Pseudodynamic Approach
Author:
Affiliation:
1. Senior Research Fellow, Indian Institute of Technology, Roorkee 247667, India (corresponding author). ORCID: .
2. Professor, Indian Institute of Technology, Roorkee 247667, India. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001780
Reference40 articles.
1. Pseudo-dynamic approach of seismic design for waterfront reinforced soil-wall
2. Seismic Rotational Stability of Waterfront Retaining Wall Using Pseudodynamic Method
3. Seismic Translational Failure Analysis of MSW Landfills Using Modified Pseudo-Dynamic Approach
4. Phasing issues in the seismic response of yielding, gravity-type earth retaining walls – Overview and results from a FEM study
5. Computation of sliding displacements of bridge abutments by pseudo-dynamic method;Basha B. M.;Soil Dyn. Earthquake Eng.,2008
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