摘要
结合一工程实例的试桩验证和设计分析认为 :只要进行合理的设计及采用合理的施工工艺措施 ,夯扩桩应用于高层建筑的基础工程是可行的 ,且承载力可达 1 5 0 0kN以上 。
Through an engineering example,the rammed pedestal pipe has been proved to be efficient in the foundation engineering of high rise buildings so long as we adopt reasonable design and rational construction measures.The bearing capacity can reach more than 1500kN,which can provide good economic benefit.
出处
《建筑结构》
CSCD
北大核心
2002年第7期20-22,共3页
Building Structure
关键词
高层建筑
夯扩桩
承载力
经济效益
rammed pedestal pipe
sinking pipe
bearing capacity
economic benefit
