东北水利水电2026，Vol.44Issue(3)：57-59,67,4.
某大型水库除险加固工程土石坝渗流稳定计算及分析研究
Seepage stability calculation and analysis of an earth-rock dam in a large reservoir danger removal and reinforcement project
白崇宇 1赵维炜 2苗宗伟 2单柏翔2
作者信息
- 1. 辽宁省水利事务服务中心,辽宁 沈阳 110007
- 2. 辽宁省水利水电勘测设计研究院有限责任公司,辽宁 沈阳 110007
- 折叠
摘要
Abstract
Aiming at the danger removal and reinforcement project of a large reservoir,this paper comprehensively considers the actual engineering conditions and corresponding geological conditions.Numerical models are established by using MIDAS GTS NX and Autobank software respectively,and finite element method is adopted to carry out analysis,so as to recheck the seepage stability and slope stability of the dam under both normal and abnormal operating conditions.The analysis results show that the distribution laws of phreatic line under various working conditions are reasonable.The seepage gradients at the dam toe exit are all lower than the allowable seepage gradients,the exit points are at relatively low positions,and the seepage discharge is quite small.Moreover,the calculated stability safety factors are all higher than the allowable values specified in relevant codes and specifications,indicating that the seepage stability and slope stability of the dam meet the standard requirements.The research results can provide reference for the danger removal and reinforcement design of similar earth-rock dams.关键词
土石坝/Midas/Autobank/有限元分析/渗透稳定/坝坡稳定Key words
earth-rock dam/MIDAS/Autobank/finite element analysis/seepage stability/dam slope stability分类
建筑与水利引用本文复制引用
白崇宇,赵维炜,苗宗伟,单柏翔..某大型水库除险加固工程土石坝渗流稳定计算及分析研究[J].东北水利水电,2026,44(3):57-59,67,4.
