Lateral earth pressure and load-reducing effect behind retaining wall with EPS cushion and light-weight soil
Civil Engineering|更新时间:2025-11-14
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Lateral earth pressure and load-reducing effect behind retaining wall with EPS cushion and light-weight soil
“In the field of retaining wall engineering, experts have analyzed the load reduction effect of laying flexible cushion layer and backfilling lightweight soil through model experiments, providing solutions for optimizing design and reducing costs.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 1, Pages: 54-62(2025)
作者机构:
1.三峡大学 土木与建筑学院,湖北 宜昌443002
2.宜昌富强工程有限责任公司, 湖北 宜昌443000
作者简介:
XU Xiaoliang (1989- ), PhD, associate professor, main research interests: reliability analysis of geotechnical engineering and disaster prevention and control of reservoir bank slope, E-mail: sichuan106@ctgu.edu.cn.
QIAO Suyun(corresponding author), professor of engineering, E-mail:1357249766@qq.com.
基金信息:
Innovative Group Project of Natural Science Foundation of Hubei Province(2020CFA049);Scientific Research Project of Department of Transport of Hubei Province(2022-11-6-4)
XU Xiaoliang,WANG Xinpei,ZENG Linfeng,et al.Lateral earth pressure and load-reducing effect behind retaining wall with EPS cushion and light-weight soil[J].Journal of Civil and Environmental Engineering,2025,47(01):54-62.
Calculation for lateral earth pressure on rigid retaining wall with flexible cushion
Model test study on decompression performance of EPS boards behind retaining walls
Simplified design method for combined pile-arching retaining wall
DEM study on active failure and earth pressure of cohesionless soil with limited width behind retaining wall
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