Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.
在研究碾压混凝土重力坝失稳破坏机理的基础,提出以弹性则作为碾压混凝土重力坝的则。
Based on the study of the failure mechanism of RCC gravity dams,the hypoelastic criteria are proposed as the design criteria of RCC gravity dams.
在研究碾压混凝土重力坝失稳破坏机理的基础,提出以弹性则作为碾压混凝土重力坝的则。
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