摘要
采用有限元数值方法 ,对复合地基中的单桩在水平荷载作用下的性状进行了三维分析 ,得出了复合地基中桩体轴线的水平位移分布规律和最有可能产生断桩的位置。
This article adopts the finite-element method to analyze, in a three dimensional way, the deformation behaviour of the single pile of the composite foundation under the effect of horizontal loading.Through the numerical analysis, the distribution rules of the horizontal displacement of the axis of the pile are got;and the position where the fracture of the pile may most probably appear is found.
出处
《工业建筑》
CSCD
北大核心
2005年第2期60-63,共4页
Industrial Construction
