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Genesis and stability of the Zhoujiawan landslide, Three Gorges, China

  • Wen Jie Xu*
  • , Rui Lin Hu
  • , Zhong Qi Yue
  • , Ru Jiao Tan
  • *Corresponding author for this work
  • CAS - Institute of Geology and Geophysics
  • The University of Hong Kong

Research output: Contribution to journalArticlepeer-review

Abstract

The development of the Three Gorges project has resulted in the study of a number of landslides along the Yangtze River. This paper discusses three landslides in the Huanglashi group, some 66 km upstream of the Three Gorges dam. It describes the development and inter-relationship of these landslips, which occurred on the concave meander of the river where steep slopes were created by uniclinal shifting as incision took place. Finite element analysis was used to assess the most likely zone in which future failures will occur.

Original languageEnglish
Pages (from-to)47-54
Number of pages8
JournalBulletin of Engineering Geology and the Environment
Volume68
Issue number1
DOIs
StatePublished - 2009
Externally publishedYes

Keywords

  • Finite element method (FEM)
  • Genetic mechanism
  • Landslides
  • Stability analysis
  • Strength reduction method
  • Three Gorges

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