Reduction of Earth Pressures on Rigid Retaining Walls with Narrow Backfill Width Using Compressible Geofoam Inclusions-Reference-Cited by-同舟云学术

Reduction of Earth Pressures on Rigid Retaining Walls with Narrow Backfill Width Using Compressible Geofoam Inclusions

Published:2023-12 Issue:12 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xie Mingxing¹,Guo Junyuan²,Zhang Jun³,Dong Xiaoqiang⁴,Shao Andi⁵

Affiliation:

1. Associate Professor, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.

2. Master’s Candidate, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.

3. Professor, Shanxi Transportation Research Institute Group Co., Ltd., Taiyuan 030000, China (corresponding author).

4. Professor, College of Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.

5. Engineer, Central Southern China Electric Power Design Institute Co., Ltd. of China Power Engineering Consulting Group, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8387

Reference29 articles.

1. Reduction of lateral pressures on retaining walls using geofoam inclusion

2. Reliability and 3D Modeling of Flexible Walls with EPS Inclusion

3. A simple displacement model for response analysis of EPS geofoam seismic buffers

4. Burugupelly, N. K., and S. M. Dasaka. 2022. “Effect of EPS geofoam on lateral earth pressure reduction—A numerical study.” In Vol. 186 of Dynamics of soil and modelling of geotechnical problems. lecture notes in civil engineering, edited by C. N. V. Satyanarayana Reddy, A. M. Krishna, and N. Satyam. Singapore: Springer.

5. In-house calibration of pressure transducers and effect of material thickness