| Issue |
E3S Web Conf.
Volume 233, 2021
2020 2nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)
|
|
|---|---|---|
| Article Number | 03013 | |
| Number of page(s) | 5 | |
| Section | HCCE2020-Hydraulic, Civil and Construction Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202123303013 | |
| Published online | 27 January 2021 | |
Application and Analysis of Curtain Grouting in Seepage Prevention and Reinforcement of Masonry Dam
1. College of Hydraulic & Environmental Engineering of China Three Gorges University, Yichang, china, 443002 ;
2. College of Civil & Architectural Engineering of China Three Gorges University, Yichang, china, 443002 ;
3. Department of Campus Planning and Construction of China Three Gorges University, Yichang, china, 443002
Corresponding Author: yao5689@163.com
At present, the number of masonry dam in China is still relatively large. Due to various reasons, many of the dam body appears aging, degradation and other phenomena, and leakage is one of the common problems. Now grouting technology is the main technical means of anti-seepage treatment. Curtain grouting technology has wide adaptability to strata. With the gradual improvement of grouting technology, it has been widely applied in engineering and water conservancy projects. In order to ensure the safety of the dam and improve the grouting effect, this paper summarizes the rules of anti-seepage treatment based on the actual grouting treatment methods, and provides technical guidance for the anti-seepage treatment of other similar masonry dams.
© The Authors, published by EDP Sciences 2021
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