河海大学学报（自然科学版）2025，Vol.53Issue(4)：72-79,8.DOI:10.3876/j.issn.1000-1980.2025.04.009
基于分区有限元-界面元混合算法的重力坝长期抗滑稳定分析
Long-term anti-sliding stability analysis of gravity dams based on partitioned finite element-interface element hybrid algorithm
摘要
Abstract
In order to study the evolution law of the safety factor of gravity dams on soft rock foundations,a shear strength parameter inversion method of structural plane based on monitoring data was proposed.By establishing a time-varying model of shear strength parameters and applying a partitioned finite element-interface element hybrid algorithm,the dynamic evaluation of the long-term anti-slidingstability of gravity dams was achieved.The verification results of engineering examples show that the proposed method effectively reflects the true variation of engineering parameters,significantly improves the accuracy of analysis results,and ensures dynamic evaluation of the engineering safety factor.关键词
混凝土重力坝/抗滑稳定/安全系数迭代解法/分区有限元-界面元Key words
concrete gravity dam/anti-sliding stability/iterative solution for safety factor/partitioned finite element-interface element method分类
建筑与水利引用本文复制引用
傅露莹,林潮宁,程家林,杜效鹄,李同春..基于分区有限元-界面元混合算法的重力坝长期抗滑稳定分析[J].河海大学学报（自然科学版）,2025,53(4):72-79,8.基金项目
国家重点研发计划项目(2022YFC3005403) （2022YFC3005403）
国家自然科学基金项目(52309151) （52309151）
中国电建集团科技项目(DJ-HXGG-2022-02) （DJ-HXGG-2022-02）
