云南水力发电2024，Vol.40Issue(3)：67-69,81,4.DOI:10.3969/j.issn.1006-3951.2024.03.018
水库坝基防渗技术与稳定性分析
Seepage Prevention Technology and Stability Analysis of Reservoir Dam Foundation
马谦群1
作者信息
- 1. 深圳市深水兆业工程顾问有限公司,广东 深圳 518000
- 折叠
摘要
Abstract
In the construction or expansion of reservoir projects,the research on dam foundation anti-seepage is of great significance to ensure that the reservoir quality meets the requirements and can operate normally.Based on the anti-seepage project of the Qinglinjing Reservoir dam foundation in Shenzhen,this paper proposes a dam foundation anti-seepage design scheme and construction quality control points in response to the current engineering situation and geological conditions.The combination of curtain grouting and concrete walls has good anti-seepage application effects on the reservoir dam foundation,ensuring that the anti-seepage performance of the newly built reservoir meets the needs of production and life,increasing the emergency storage capacity of Shenzhen,and improving the needs of water supply safety guarantee in Shenzhen.关键词
水库坝基/防渗技术/帷幕灌浆/稳定性分析Key words
reservoir dam foundation/seepage prevention technology/curtain grouting/stability analysis分类
建筑与水利引用本文复制引用
马谦群..水库坝基防渗技术与稳定性分析[J].云南水力发电,2024,40(3):67-69,81,4.
