小型水库工程大坝布置及稳定性分析OA
Dam layout and stability analysis of a small reservoir project
本文依托某小型水库工程,针对复杂地质条件下坝型选择与稳定性分析展开研究.综合坝址区弱风化层埋深大、基岩覆盖层厚等实际情况,通过对比分析重力坝、混凝土面板堆石坝及土石坝优缺点,优选均质土坝方案,兼顾库容扩充与经济性.采用AutoBank有限元软件,基于简化毕肖普法,对多工况下坝体渗流与稳定性进行仿真分析.结果表明,渗流量可控、浸润线逸出点合理,坝坡抗滑稳定系数均满足规范要求.本文通过大坝坝体方案的比选与分析,验证了均质土坝方案的合理性,为相似的小型水库工程提供了设计参考.
This paper presents a study on dam type selection and stability analysis for a small reservoir project under complex geo-logical conditions.Considering the dam site conditions,including a deep weathering layer and thick bedrock overburden,a compara-tive analysis of gravity dams,concrete face rockfill dams,and earth-rock dams was conducted.The homogeneous earth dam scheme was selected as the optimal choice,balancing reservoir capacity expansion and economic feasibility.Using AutoBank finite element software and the simplified Bishop method,seepage and stability analyses of the dam body under multiple operating conditions were performed.The results show that the seepage discharge is controllable,the phreatic line exit point is reasonable,and the anti-sliding stability coefficients of the dam slopes all meet the code requirements.Through the comparison and analysis of dam scheme alterna-tives,this study verifies the rationality of the homogeneous earth dam scheme and provides a design reference for similar small reser-voir projects.
刘懿韬;许亮
广东省水利电力勘测设计研究院股份有限公司,广东 广州 510000中国电建集团中南勘测设计研究院有限公司,湖南 长沙 410014
建筑与水利
水库大坝坝型比选渗流及稳定性AutoBank小型水库
reservoir damdam type comparison and selectionseepage and stabilityAutoBanksmall reservoir
《东北水利水电》 2026 (9)
1-5,37,6
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