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Geo-hazard Initiation and Assessment in the Three Gorges Reservoir Read chapter Read first chapter

2009 | OriginalPaper | Chapter

2. Bank Slope Stability Evaluation for the Purpose of Three Gorges Reservoir Dam Construction*

Authors : Guofu Xue, Fuxing Xu, Yuhua Wu, Yongzhi Yu

Published in: Landslide Disaster Mitigation in Three Gorges Reservoir, China

Publisher: Springer Berlin Heidelberg

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Abstract

Through working on the classification of the reservoir bank slopes and their deformation mechanism, failure conditions, countermeasure on various types of slope failures, stability analysis and assessment of the bank slopes and large landslides, and monitoring and forecasting, this chapter summarizes the bank slope stability evaluation for the purpose of Three Gorges reservoir dam construction. The exploration and research methods for the evaluation of bank slope stability before the dam construction can be found in this chapter.

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previous chapter Geo-hazard Initiation and Assessment in the Three Gorges Reservoir
next chapter Research on the Characteristics and Slope Deformation Regularity of the Badong Formation in the Three Gorges Reservoir Area
Footnotes
1
* This paper is translated from the book: Geological Study for the Three Gorges Project, which was published in Chinese in 1997.
 
Metadata
Title
Bank Slope Stability Evaluation for the Purpose of Three Gorges Reservoir Dam Construction*
Authors
Guofu Xue
Fuxing Xu
Yuhua Wu
Yongzhi Yu
Copyright Year
2009
Publisher
Springer Berlin Heidelberg
Book
Landslide Disaster Mitigation in Three Gorges Reservoir, China

Print ISBN: 978-3-642-00131-4

Electronic ISBN: 978-3-642-00132-1

Copyright Year: 2009

DOI
https://doi.org/10.1007/978-3-642-00132-1_2