In order to rationally predicting the stress-strain behavior of CFRD, the theoretical and practical analysis on the constitutive models of rockfilled was performed. The guang-yi Duncan E-B model was applied in the stress-strain analysis of CFRD.
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为了合理地预测面板堆石坝的应力变形特性,对堆石料常用的两种本构模型,从理论与实践应用方面进行了评述与分析,选用广义邓肯E-B模型对面板堆石坝进行应力应变分析。
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