人民长江Issue(24)：66-69,72,5.
枕头坝一级水电站纵向子围堰地基处理试验研究
Test study of foundation treatment for longitudinal sub-cofferdam of Zhentouba I Hydropower Station
徐镭梦 1刘艳波 2苏华祥2
作者信息
- 1. 国电大渡河沙坪水电建设有限公司，四川 乐山 614300
- 2. 国电大渡河枕头坝水电建设有限公司，四川乐山614700
- 折叠
摘要
Abstract
The foundation of longitudinal sub-cofferdam at Zhentouba I Hydropower Station is consisted of boulder and gravel with partial silt and fine sand laid beneath. High pressure jet grouting and controlling grouting test were carried out to solve the seepage problem. According to the test results, a comprehensive seepage control solution was proposed, which used concrete cut-ting wall as main seepage structures supplemented by double-row controlled cement grouting at local sections with overburden layer thinner than 40 m. Moreover, several quality controlling points were presented, including slurry protection for cutoff wall, classification of rock quality, quality acceptance of trough forming and concrete placement.关键词
纵向围堰/地基处理/渗控设计/枕头坝一级水电站Key words
longitudinal cofferdam/foundation treatment/seepage control design/Zhentouba I Hydropower Station分类
天文与地球科学引用本文复制引用
徐镭梦,刘艳波,苏华祥..枕头坝一级水电站纵向子围堰地基处理试验研究[J].人民长江,2014,(24):66-69,72,5.
