Deep Sliding Stability Analysis of Gravity Dams Based on the Iterative Method of Partitioned Finite Elements and Interface Boundary Elements

Deep Sliding Stability Analysis of Gravity Dams Based on the Iterative Method of Partitioned Finite Elements and Interface Boundary Elements

WANG Kai ，LI Tong-chun ，CHENG Jing

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China Rural Water and Hydropower ›› 2020 ›› (5) : 98-102.

Deep Sliding Stability Analysis of Gravity Dams Based on the Iterative Method of Partitioned Finite Elements and Interface Boundary Elements

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{{article.zuoZheEn_L}}. {{article.title_en}}. {{journal.qiKanMingCheng_EN}}. 2020, 0(5): 98-102

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