摘要
本文研究了软土地基经水泥搅拌桩加固后所形成的加固层和下卧层的固结特性，将传统的双层地基一维固结理论经过修改应用于搅拌桩复合地基固结分析，并讨论了两个工程实例。
The consolidation properties of the improved layer formed in soft soil ground after being reinforced by cement agitated pile and that of the underlying layer are studied. The traditional one dimensional consolidation theory is used after modification for consolidation analysis of composite ground. Two engineering examples are discussed.
出处
《工程勘察》
CSCD
北大核心
1998年第4期24-26,共3页
Geotechnical Investigation & Surveying
关键词
水泥搅拌桩
软土地基处理
固结特性
cement agitated pile treatment of soft soil ground consolidation properties
