Reliability Coupled Sensitivity-Based Seismic Analysis of Gravity Retaining Wall Using Pseudostatic Approach-Reference-Cited by-同舟云学术

Reliability Coupled Sensitivity-Based Seismic Analysis of Gravity Retaining Wall Using Pseudostatic Approach

Published:2016-06 Issue:6 Volume:142 Page:04016010
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

GuhaRay Anasua¹,Baidya Dilip Kumar²

Affiliation:

1. Former Research Scholar, Dept. of Civil Engineering, IIT Kharagpur, Kharagpur, West Bengal 721302, India (corresponding author).

2. Professor, Dept. of Civil Engineering, IIT Kharagpur, Kharagpur, West Bengal 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001467

Reference40 articles.

1. AASHTO. (2012). “LRFD highway bridge design specifications customary U.S. units.” Washington DC.

2. Babu G. L. S. and Basha B. M. (2006). “Inverse reliability based design optimisation of cantilever retaining walls.” Proc. 3rd Int. ASRANET Colloquium ASRANet Glasgow U.K.

3. Optimum Design of Cantilever Retaining Walls Using Target Reliability Approach

4. Optimum design of cantilever sheet pile walls in sandy soils using inverse reliability approach

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