Study on Instability Probabilistic Risk of Gravity Dam Foundation Using Fuzzy-random Method

来源 :35th IAHR World Congress(第三十五届国际水利学大会) | 被引量 : 0次 | 上传用户：CYQWWL

【摘要】

：

Based on the randomness and fuzziness of design parameters influencing dam foundation stability against sliding and the fuzziness of instability criterion, a solving method of the mathematical model f

【作者】

：

Gang Wang Huihui Peng Zhenyue Ma

【出处】

：

35th IAHR World Congress(第三十五届国际水利学大会)

【发表日期】

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2013年2期

【关键词】

：

Gravity dam Dam foundation Fuzzy probabilistic risk α-level-cut method Membershi

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Study on Instability Probabilistic Risk of Gravity Dam Foundation Using Fuzzy-random Method

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