摘要
基于载荷传递因素 ,对大直径钢管桩承载力和单桩轴向刚度变化进行详细分析 ,对大直径钢管桩在实际工程应用具有理论参考价值。
Based on the loading transmitted factors , Carrying Capacity of the large diameter steel pile and the axial-stiffness change of a single pile are discussed systematically in this paper, which are theoretical foundation for its engineering application.
出处
《港工技术》
北大核心
2004年第3期13-15,共3页
Port Engineering Technology
基金
江苏省教委指导性科研基金课题 ( 2 KJD5 60 0 0 1)
