人民长江Issue(22)：34-36,3.
大坝浇筑过程中坝基岩体压密效应研究
Study of compaction effect of dam foundation rock mass during concrete grouting process
易毅 1汤子坚 1邓迪 1张春安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 order to understand the compaction effect of dam foundation rock mass during concrete grouting process, the in-fluential factors on compaction effect, the timeliness of compaction and features of drilling panoramic picture were studied by u-sing testing results of single-hole sound-wave and drilling panoramic picture of long-term observation hole after consolidation grouting. The results show that the dam foundation rock mass has an obvious compaction effect with the increase of the grouting thickness, the rock mass velocity increases gradually and the joint opening decreases or even disappears; the concrete cover thickness and initial rock wave velocity are key influential factors on rock wave velocity increment.关键词
坝基岩体/长观孔/声波测试及钻孔全景图像/压密效应/时效性Key words
dam foundation rock mass/long-term observation hole/sound wave measurement and drilling panoramic picture/compaction effect/timeliness分类
天文与地球科学引用本文复制引用
易毅,汤子坚,邓迪,张春安..大坝浇筑过程中坝基岩体压密效应研究[J].人民长江,2014,(22):34-36,3.
