摘要
以河南经贸职业学院新校区1号教学楼工程为例,结合工程地质条件和GB 50011-2001建筑抗震设计规范,对该工程地基处理方案进行了分析与选取,介绍了CFG桩复合地基的设计计算方法,从而解决天然地基承载力不足的问题。
Taken No. 1 teaching building works in new campus of He＇ nan Economy and Trade Vocational College as example and combined with practical engineering geological conditions and Aseismic Design Code for Buildings （GB 50011-2001 ） foundation treatment scheme of this work is analyzed and selected. The design and calculation methods of composite foundation of CFG pile are introduced, in order to resolve the deficient questions of bearing capacity of natural foundation.
出处
《山西建筑》
2009年第28期84-85,共2页
Shanxi Architecture
关键词
承载力
CFG桩复合地基
处理方案
力学参数
bearing capacity, composite foundation of CFG pile, treatment scheme, mechanical parameter
