摘要
根据夯实桩复合地基的工作特性 ,通过对若干工程实测数据的分析讨论及与现行地基处理技术规范的比较 ,认为设计参数α,β等的取值可以提高。
Depending on the characteristics of composite rammed pile foundation,the actual measured data of some buildings are analyzed and compared with the technical code for treatment of soil and foundation.Authors believe that the value of some design parameters,such as α,β ,etc,can be raised.Some advice to design and the parameter data are presented.
出处
《建筑结构》
CSCD
北大核心
2003年第3期21-22,共2页
Building Structure
关键词
设计
夯实桩
复合地基
桩间土
承载力
rammed pile
composite foundation
soil between piles
bearing capacity
