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Seismic stability evaluation of embankment slope based on catastrophe theory

Hongwei Zhu Lingkan Yao Yuan Luo

现代交通学报(英文版)2013,Vol.21Issue(2):111-116,6.
现代交通学报(英文版)2013,Vol.21Issue(2):111-116,6.DOI:10.1007/s40534-013-0016-9

Seismic stability evaluation of embankment slope based on catastrophe theory

Seismic stability evaluation of embankment slope based on catastrophe theory

Hongwei Zhu 1Lingkan Yao 2Yuan Luo2

作者信息

  • 1. Sichuan College of Architectural Technology,Deyang 618000, China
  • 2. China Key Laboratory of Highway Engineering of Sichuan Province, Southwest Jiaotong University, Chengdu 610031,China
  • 折叠

摘要

关键词

Embankment slope/Seismic stability/Catastrophe progression method/Comprehensive evaluation

Key words

Embankment slope/Seismic stability/Catastrophe progression method/Comprehensive evaluation

引用本文复制引用

Hongwei Zhu,Lingkan Yao,Yuan Luo..Seismic stability evaluation of embankment slope based on catastrophe theory[J].现代交通学报(英文版),2013,21(2):111-116,6.

基金项目

The research was financially supported by the open research fund of Key Laboratory of Highway Engineering of Sichuan Province,Southwest Jiaotong University (No.LHTE009201109). (No.LHTE009201109)

现代交通学报(英文版)

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