文章摘要
温立峰,李炎隆,柴军瑞.混凝土面板堆石坝地基防渗墙塑性损伤数值分析[J].水利学报,2021,52(6):673-688
混凝土面板堆石坝地基防渗墙塑性损伤数值分析
Numerical analysis of plastic damage of concrete cutoff wall for concrete face rockfill dam
投稿时间:2020-09-14  
DOI:10.13243/j.cnki.slxb.20200721
中文关键词: 混凝土防渗墙  应力变形  损伤特性  数值分析  影响因素
英文关键词: concrete cutoff wall  stress and deformation  damage characteristics  numerical analysis  influencing factors
基金项目:国家自然科学基金项目(51909215,52039008,51979224);中国博士后科学基金(2020M683527);陕西省自然科学基础研究计划项目(2020JQ-641);陕西省教育厅科学研究计划项目(19JS047);陕西省高校科协青年人才托举计划项目(20200417)
作者单位E-mail
温立峰 西安理工大学 省部共建西北旱区生态水利国家重点实验室, 陕西 西安 710048  
李炎隆 西安理工大学 省部共建西北旱区生态水利国家重点实验室, 陕西 西安 710048 liyanlong@xaut.edu.cn 
柴军瑞 西安理工大学 省部共建西北旱区生态水利国家重点实验室, 陕西 西安 710048  
摘要点击次数: 166
全文下载次数: 117
中文摘要:
      在坝体填筑和水库蓄水作用下,防渗墙工作和受力条件复杂,可能产生塑性应变和墙体开裂。本文结合实测资料和数值分析,研究面板堆石坝深覆盖层地基防渗墙的应力变形和损伤特性。在基于实测资料分析防渗墙应力变形特性的基础上,采用混凝土塑性损伤模型,建立防渗墙应力变形及损伤特性的三维数值计算模型。数值模型考虑坝体和地基渗流-应力耦合效应及墙体与覆盖层的接触效应,真实模拟坝体填筑和水库蓄水过程。在采用实测资料验证数值计算结果的基础上,结合实测和数值结果深入分析了面板堆石坝防渗墙的受力机制及其应力变形和损伤开裂特性,讨论了防渗墙位置、材料、坝体和地基渗流-应力耦合作用对墙体力学特性的影响。研究结果对面板堆石坝防渗墙建设和结构安全控制具有一定的指导意义。
英文摘要:
      Under the action of dam filling and reservoir impoundment, the working and stress conditions of the cutoff wall are complicated,which may cause plastic strain and wall cracking. This paper combines the measured data and numerical analysis to study the stress, deformation and damage behaviour of the cutoff wall of a concrete faced rockfill dam. Based on the analysis of the stress and deformation characteristics of the cutoff wall on the basis of measured data, the plastic damage model of concrete is used to establish a three-dimensional numerical model for the mechanical behaviour of the cutoff wall. The numerical model considers seepage-stress coupling effect of the dam and foundation and the contact effect between the cutoff wall and the overburden, and truly simulates the process of dam filling and reservoir storage. The numerical calculation model is verified by the measurement data. The force mechanism and its stress deformation and damage cracking characteristics are deeply analyzed combining with the measurement data and numerical results. The effect of the seepage-stress coupling effect of the dam and foundation, wall position, and wall material on the mechanical behaviour of the cutoff wall is discussed. The research results have guiding significance for the construction and structural safety control of cutoff walls of concrete face rockfill dams.
查看全文   查看/发表评论  下载PDF阅读器
关闭