摘要
根据中华人民共和国国家标准GB 50007-2002《建筑地基基础设计规范》,提出了改进端承摩擦桩的一种方案———承台桩,并根据单桩竖向承载力特征值的计算公式,从理论上对承台桩做了承载力分析及用料分析,对工程实践有一定的指导意义.当然,这只是理论上的探讨.
In this paper we present a new method for improving the end-support friction pile---cap-pile method. The analysis on bearing capacity and material requirement is done according to the computational formula for normal value in the national standard GB50007-2002, which has much instructive significance in practical engineering work.
出处
《吉林建筑工程学院学报》
CAS
2005年第4期27-29,共3页
Journal of Jilin Architectural and Civil Engineering
关键词
桩基
端承摩擦桩
承载力
桩顶端截面积
pile foundation
end-support friction pile
bearing capacity
the cross-section area of pile top
