Study of stability against deep sliding of gravity dam based on JC method
In this study, stability against deep sliding of gravity dam is analysed in order to provide guidance for ensuring stability against sliding of gravity dam during the construction and operation periods. Based on checking-point method (JC method), the study proposes an analysis model for stability ag...
Main Authors: | Si Zheng, Xin Lanfang, Huang Lingzhi, Wang Zhengxin |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://doi.org/10.1051/e3sconf/20183803045 |
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