基于分区有限元与块体界面元混合算法的重力坝深层抗滑稳定分析
王凯 李同春 程井
基于分区有限元与块体界面元混合算法的重力坝深层抗滑稳定分析
Deep Sliding Stability Analysis of Gravity Dams Based on the Iterative Method of Partitioned Finite Elements and Interface Boundary Elements
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