Laboratory physical model test is an important approach for study on stability and failure mechanics of slopes.
室内物理模型试验方法是进行边坡稳定性和破坏机理研究的重要方法。
In this paper, we utilize sand model test as the basis to study the physical and mechanical processes of unsteady seepage in homogeneous earth DAMS on impervious foundation.
本文以砂模型试验为基础，探讨了不透水地基均质土坝非稳定渗流的物理力学过程。
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