摘要
根据沉管挤密碎石桩和CFG桩组合型地基的承载机理和特性 ,分析了该组合型复合地基承载力的计算方法。现场实测资料表明 。
According to the bearing mechanics and characteristics of pipe sinking gravel compaction pile and CFG pile the bearing capacity calculation method of this combined composite foundation is analyzed. Measures data show that this calculation method is reliable.
出处
《山西建筑》
2003年第3期40-41,共2页
Shanxi Architecture
关键词
碎石桩
CFG桩
碎石土层
复合地基
gravel compaction pile, CFG pile, pile gravelly soils, composite foundation
