摘要
文章通过工程实例讲述了CFG桩-碎石桩复合地基的施工方案和作用机理,并对参数取值进行了计算。计算表明工程地基承载力和沉降均达到设计安全要求。
The paper tells the construction scheme and effect mechanism, and computes the parameters through the body project. It proves that the groundwork carrying capacity and subside is safe for designo At last, the paper gives the conclusions on the CFG and gravel pile.
出处
《地基处理》
2010年第3期9-13,共5页
Journal of Ground Improvement