Investigation on allowable factors of safety in dam slope stability analysis under seismic conditions
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Investigation on allowable factors of safety in dam slope stability analysis under seismic conditions
Vol. 32, Issue S1, (2011)
作者机构:
中国水利水电科学研究院 岩土工程研究所,北京,100048
作者简介:
基金信息:
DOI:
CLC:TV641
Online First:16 May 2011,
Published:2011
稿件说明:
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XU Jia-cheng, CHEN Zu-yu, SUN Ping, et al. Investigation on allowable factors of safety in dam slope stability analysis under seismic conditions[J]. 2011, 32(S1).
DOI:
XU Jia-cheng, CHEN Zu-yu, SUN Ping, et al. Investigation on allowable factors of safety in dam slope stability analysis under seismic conditions[J]. 2011, 32(S1).DOI:
Investigation on allowable factors of safety in dam slope stability analysis under seismic conditions
Checking the dam's stability under seismic conditions has always been an important job for dam’s security; and using the reasonable calculation method is the basic guarantee for right result. The probability mean of reliability analysis for dam slope's stability is discussed based on the probabilistic limit analysis and the formulation what considered earthquake as a probability event for slope's reliability is deduced. To demonstrate the rationality of bringing exceeding probability into dam slope stability analysis
two typical examples and Xiaolangdi dam slope are taken to investigate the variation of single safety factor and reliability index under seismic condition. The research results show that the bringing exceeding probability into dam slope stability calculation can increase the value of reliability index to match the engineering practice compared to consider earthquake as deterministic events and can match the allowable factors of safety in specifications