Seismic Rotational Displacements of Gravity Walls by Pseudodynamic Method with Curved Rupture Surface
Author:
Affiliation:
1. Postdoctoral Fellow, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.
2. Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000037
Reference27 articles.
1. Basha B. M. (2009). “Optimum design of retaining structures under static and seismic loading: A reliability based approach.” Ph.D. thesis Indian Institute of Science Bangalore Karnataka India.
2. Basha B. M. and Babu G. L. S. (2008). “Seismic passive earth pressure coefficients by pseudo-dynamic method using composite failure mechanism.” Proc. The Challenge of Sustainability in the Geoenvironment Annual Congress of the Geo-Institute of ASCE Vol. 178 GSP 343–350.
3. Computation of sliding displacements of bridge abutments by pseudo-dynamic method
4. Seismic reliability assessment of external stability of reinforced soil walls using pseudo-dynamic method
5. Stability of Waterfront Retaining Wall Subjected to Pseudodynamic Earthquake Forces
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