四川水力发电2025，Vol.44Issue(5)：42-48,7.DOI:10.20196/j.cnki.scslfd.20250509
叶巴滩水电站拱坝坝基软弱岩体固结灌浆试验研究
Experimental study on consolidation grouting of weak rock mass in the arch dam foundation of Yebatan Hydropower Project
李雅琦 1祝海霞1
作者信息
- 1. 中国电建集团成都勘测设计研究院有限公司,四川 成都 610072
- 折叠
摘要
Abstract
In this study,two representative test areas on the left bank were selected for consolidation grouting tests.Analyses were conducted from perspectives such as grouting methods,unit injection rate,water permea-bility before and after grouting,sonic wave testing,and rock mass deformation modulus testing.The results in-dicate that the strength,integrity,and uniformity of various rock mass grades in both test areas were signifi-cantly improved after grouting.Among them,the weakly weathered and weakly unloaded Class Ⅲ2 rock mass and the deeply unloaded Class Ⅲ2s rock mass exhibited the most notable improvements in quality.The expec-ted objectives of the consolidation grouting tests were achieved,and essential parameters for the grouting de-sign were obtained,providing critical guidance for subsequent engineering construction.关键词
叶巴滩水电站/固结灌浆试验/软弱岩体Key words
Yebatan Hydropower Project/consolidation grouting test/weak rock mass分类
水利科学引用本文复制引用
李雅琦,祝海霞..叶巴滩水电站拱坝坝基软弱岩体固结灌浆试验研究[J].四川水力发电,2025,44(5):42-48,7.
