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对竖直多排桩基荷载公式的探讨
引用本文:杨雪强,何世秀.对竖直多排桩基荷载公式的探讨[J].岩土力学,1996,17(1):76-83.
作者姓名:杨雪强  何世秀
作者单位:湖北工学院土木工程系
摘    要:通过对承台桩、土共同作用的线弹性桩基荷载法与桩基荷载的简化法的比较,提出了简化法的修正公式,并通过算例验证了该公式。

关 键 词:承台位移  桩顶荷载  线弹性  刚性  铰接

Discussion About Load Formula for Vertical Pile Group Foundation
Yang Xueqiang, He Shixiu, Zhuang Xinshan.Discussion About Load Formula for Vertical Pile Group Foundation[J].Rock and Soil Mechanics,1996,17(1):76-83.
Authors:Yang Xueqiang  He Shixiu  Zhuang Xinshan
Institution:Hubei Institute of Techology. Wuhan 430068
Abstract:The linear elastic pile foundation load method of the interaction among cap Piles and soil massand the simplified method of pile foundation load are introduced and, at the same time compared. The modified formula for this simplified method is presented, and then verified through example calculation.
Keywords:cap displacement  load of top pile  linear elasticity  rigidity: hinge joint  
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