摘要
在现场灌浆试验的基础上,分析了压密灌浆和劈裂灌浆两种地基加固方式的联系和区别,探讨了株洲航电枢纽坝址区分布着的大量溶蚀风化深槽的加固处理方法的确定与设计。
Based on the grouting tests in site, this paper analyzes the relationship and difference between the compaction grouting and fracturing grouting, discusses the choice and design of consolidation treatment methods for a large number of dissolving weathered deep grooves distributed around the dam-site area of the Zhuzhou Navigation & Hydropower Junction Project.
出处
《湖南交通科技》
2004年第1期102-105,共4页
Hunan Communication Science and Technology
关键词
溶蚀风化深槽
地基加固
灌浆
dissolving weathered deep groove
foundation consolidation
grouting
