水利科技与经济2024,Vol.30Issue(2) :11-15,25.DOI:10.3969/j.issn.1006-7175.2024.02.003

基于有限元软件的水库黏土心墙坝渗流及边坡稳定研究

Research on Seepage and Slope Stability of Reservoir Clay Core Dam Based on Finite Element Software

何明
水利科技与经济2024,Vol.30Issue(2) :11-15,25.DOI:10.3969/j.issn.1006-7175.2024.02.003

基于有限元软件的水库黏土心墙坝渗流及边坡稳定研究

Research on Seepage and Slope Stability of Reservoir Clay Core Dam Based on Finite Element Software

何明1
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作者信息

  • 1. 新疆昌源水务准东供水有限公司,乌鲁木齐 831700
  • 折叠

摘要

利用有限元软件,对水库黏土心墙坝的渗流及其与边坡稳定性之间的关系进行研究.通过建立准确的有限元模型,分析不同工况下的渗流场及其对边坡稳定性的影响.结果表明,通过合理的设计和施工措施,可以有效控制渗流,提高坝体的稳定性.

Abstract

The study mainly utilized finite element software to conduct in-depth research on the seepage of reservoir clay core wall dams and their relationship with slope stability.By establishing an accurate finite element model,the seepage field under different working conditions and its impact on slope stability were analyzed.The research results indicate that through reasonable design and construction measures,seepage can be effectively controlled,thereby improving the stability of the dam body.

关键词

有限元/黏土心墙坝/渗流/边坡稳定/水库

Key words

finite element/clay core dam/seepage/slope stability/reservoir

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出版年

2024
水利科技与经济
哈尔滨市水务科学研究院 哈尔滨市水利规划设计研究院 哈尔滨市水利学会

水利科技与经济

影响因子:0.274
ISSN:1006-7175
参考文献量13
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