摘要
采用理论与工程实例相结合的方法,对CFG桩复合地基设计计算、施工技术、处理效果等方面作了较全面的介绍。结果表明,对天然地基承载力较低而设计要求的承载力较高、沉降变形要求又比较严格的地质条件,采用CFG桩复合地基可以达到良好的效果。
The design calculation,construction technique and treatment effect of CFG pile composite foundation was presented in detail by theoretical analysis as well as engineering example.The results indicated that CFG pile composite foundation was applicable to the project which required for high bearing capacity and low settlement.
出处
《福建建设科技》
2010年第4期8-9,4,共3页
Fujian Construction Science & Technology
关键词
CFG桩
复合地基
地基处理
地基承载力
CFG pile
Composite foundation
Foundation treatment
Bearing capacity of foundation
