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Comparison of Seismic Design Codes between China and the United States for Reinforced Soil Retaining Walls1

XU Peng TIAN Hongcheng JIANG Guanlu WANG Zhimeng

中国地震研究（英文版）2019，Vol.33Issue(1)：147-152,6.

中国地震研究（英文版）2019，Vol.33Issue(1)：147-152,6.DOI:10.19743/j.cnki.0891-4176.201901014

Comparison of Seismic Design Codes between China and the United States for Reinforced Soil Retaining Walls1

XU Peng ¹TIAN Hongcheng ²JIANG Guanlu ²WANG Zhimeng³

作者信息

1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
2. Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Chengdu 610031, China
3. China Railway Eryuan Engineering Group Co. Ltd., Chengdu 610031, China
折叠

摘要

关键词

Seismic performance/Reinforced soil retaining wall/Inertia force/Earth pressure/Tensile force

Key words

Seismic performance/Reinforced soil retaining wall/Inertia force/Earth pressure/Tensile force

引用本文复制引用

XU Peng,TIAN Hongcheng,JIANG Guanlu,WANG Zhimeng..Comparison of Seismic Design Codes between China and the United States for Reinforced Soil Retaining Walls1[J].中国地震研究（英文版）,2019,33(1):147-152,6.

基金项目

This project was sponsored by the Project of Science and Technology Research and Development Plan of China Railway Corporation ( Grant No. 2014G003-C) . （ Grant No. 2014G003-C）

中国地震研究（英文版）

OACSCD

ISSN：2096-9996

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