摘要
简要介绍在珠江三角洲地区的高含水量、低强度深厚软基中应用大粒径碎石桩振动置换技术进行地基加固的效果、经过现场大型直剪试验确定大粒径碎石桩和复合地基强度指标的方法，及二个工程实例。
The effect of consolidating the deep & thick soft foundation of high water content and low strength at the Peral River Delta Area by adopting large-sized gravel pile vibrating technology is briefly introduced. Based on the site straight scissors test, the method of determining the strength indices of large-sized gravel pile and composite foundation is advanced. Two examples of projects are given.
出处
《水运工程》
北大核心
1997年第9期42-45,共4页
Port & Waterway Engineering
