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Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile-soil interaction

Qiang Luo Ming Wei Qingyuan Lu Tengfei Wang

铁道工程科学（英文）2021，Vol.29Issue(2)：199-210,12.

Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile-soil interaction

Qiang Luo ¹Ming Wei ²Qingyuan Lu ¹Tengfei Wang¹

作者信息

1. School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China
2. MOE Key Laboratory of High-Speed Railway Engineering,Southwest Jiaotong University,Chengdu 610031,China
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摘要

关键词

Piled embankments/Pile-soil interaction/Pile penetration/Cushion/Rigid pile/High-speed railway

Key words

Piled embankments/Pile-soil interaction/Pile penetration/Cushion/Rigid pile/High-speed railway

引用本文复制引用

Qiang Luo,Ming Wei,Qingyuan Lu,Tengfei Wang..Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile-soil interaction[J].铁道工程科学（英文）,2021,29(2):199-210,12.

基金项目

This work was supported by the National Natural Science Foundation of China (Grant Nos.52078435 and 41901073),Shanghai Key Laboratory of Rail Infrastructure Durability and Sys-tem Safety (Grant No.R202003),and China Postdoctoral Science Foundation (Grant No.2019M663556). （Grant Nos.52078435 and 41901073）

铁道工程科学（英文）

ISSN：2662-4745

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