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Experimental study on permanent deformation characteristics of coarse-grained soil under repeated dynamic loading

Huihao Mei Sajjad Satvati Wuming Leng

铁道工程科学(英文)2021,Vol.29Issue(1):94-107,14.
铁道工程科学(英文)2021,Vol.29Issue(1):94-107,14.

Experimental study on permanent deformation characteristics of coarse-grained soil under repeated dynamic loading

Experimental study on permanent deformation characteristics of coarse-grained soil under repeated dynamic loading

Huihao Mei 1Sajjad Satvati 2Wuming Leng3

作者信息

  • 1. China Railway 11 Bureau Group Co., Ltd., Wuhan 430061,China
  • 2. Terracon Consultants, Inc, Omaha, NE 68144, USA
  • 3. Department of Geotechnical Engineering, School of Civil Engineering, Central South University, Changsha 410075,China
  • 折叠

摘要

关键词

Repeated load triaxial tests/Coarse grained soil/Shakedown theory/Dynamic stress/Accumulated permanent strain/Railway subgrade

Key words

Repeated load triaxial tests/Coarse grained soil/Shakedown theory/Dynamic stress/Accumulated permanent strain/Railway subgrade

引用本文复制引用

Huihao Mei,Sajjad Satvati,Wuming Leng..Experimental study on permanent deformation characteristics of coarse-grained soil under repeated dynamic loading[J].铁道工程科学(英文),2021,29(1):94-107,14.

基金项目

This work was supported by the National Natural Science Foundation of China (Grant Nos.51878666 and 51678572).The authors are grateful to Shuozhou-Huanghua Railway Development Co.,Ltd.for the support and resources provided to undertake this research. (Grant Nos.51878666 and 51678572)

铁道工程科学(英文)

2662-4745

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