Journal
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
Volume 68, Issue 1, Pages 47-54Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s10064-008-0154-1
Keywords
Landslides; Genetic mechanism; Stability analysis; Three Gorges; Strength reduction method; Finite element method (FEM)
Funding
- Chinese National Program of Basic Research (Project 973) [2002CB412702]
- Chinese Academy of Sciences [KZCX3-SW-134]
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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.
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