摘要
针对夯实水泥土桩复合地基的承载机理,根据水泥土桩进入砂层的长度不同,采用不同施工方法解决了夯实水泥土桩在砂层中塌孔问题,复合地基承载力满足了设计要求,取得了良好的经济效益。
According to the bearing mechanism of rammed soil-cement pile composite foundation and the different length of the rammed soil-cement pile into the sand,different construction methods are adopted to solve the rammed soil-cement pile hole collapse in sand bed.The bearing capacity of composite foundation meet the design requirements and this treatment achieved good economic benefits.
出处
《山西建筑》
2012年第13期91-92,共2页
Shanxi Architecture
关键词
夯实水泥土桩
复合地基
砂层
塌孔
rammed soil-cement pile
composite foundation
sand bed
the hole collapse
