Numerical Study on Behavior of Narrow Back-to-Back Geosynthetic Reinforced Soil Walls-Reference-Cited by-同舟云学术

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Numerical Study on Behavior of Narrow Back-to-Back Geosynthetic Reinforced Soil Walls

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
language:
Short-container-title:

Author:

Rachamadugu Ramyasri¹²³,Prashant Amit¹²³,Siddiqui Md. Nayim¹²³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Indian Institute of Technology Gandhinagar Univ.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Gandhinagar Univ.

3. Dept. of Civil Engineering, Indian Institute of Technology Gandhinagar Univ.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.047

Reference13 articles.

1. AASHTO. (2002). Standard Specifications for Highway Bridges , Washington, D.C.

2. Back-to-Back MSE Walls–A Comprehensive Understanding;Anderson P. L.;Innovations in Geotechnical Engineering,2018

3. Earthquake Response of Connected and Unconnected Back-to-Back Geosynthetic-Reinforced Soil Walls;Dram A.;International Journal of Geomechanics,2021

4. Experimental and Numerical Study of Eccentrically Loaded Strip Footings Resting on Reinforced Sand

5. Hardianto F. S. and Truong K. M. (2010). “Seismic deformation of back-to-back mechanically stabilized earth (MSE) walls.” Earth Retention Conference 3 704–711.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Study on the Seismic Behavior of Narrow Back-to-Back Geosynthetic Reinforced Soil Walls with Different Reinforcement Arrangements;Lecture Notes in Civil Engineering;2024

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