hydraulic fracturing in earth core rockfill dam is a key problem which is unsolved and is given an universal attention in engineering field.
土质心墻坝的水力劈裂问题一直是工程界普遍关注又亟待解决的关键问题。
the new dam consists of an earth core rockfill embankment and a concrete transition at the left abutment.
新建坝包括一座土质心墻堆石堤坝和一个位于左坝肩的混凝土过渡带。
a new anisotropic soil constitutive model is applied to the finite element analysis of a high earth core dam.
采用各向异性非线性弹性模型,对水荷载作用下粘土心墻坝进行有限元数值分析,并与邓肯模型计算结果比较。