邯郸某商务楼CFG桩复合地基的设计与施工  

Design and Construction of Compound Foundation of CFG Pile of a Certain Commercial Building in Handan

作　　者：杨凤灵[1] 孙瑞民[1] 邓小涛[2] 

机构地区：[1]华北水利水电学院,郑州450011 [2]中国地质大学工程学院,武汉430074

出　　处：《河南科学》2008年第6期707-711,共5页Henan Science

摘　　要：以邯郸文化广场商住楼CFG桩工程为例,介绍了CFG桩复合地基的设计计算和施工方法.通过静荷载试验和对建筑物沉降的观测,复合地基承载力和沉降变形均满足要求.This paper mainly based on CFG pile project of Handan cultural piazza commercial building, presenting the design account and construction methods of compound foundation of CFG pile. Via static load test and observating the building settlement, the bearing capacity of foundation soils and settlement deformation can satisfy request.

关 键 词：CFG桩 复合地基 设计 施工 

分 类 号：TU473.1[建筑科学—结构工程]