摘要
把竖直桩作为弹性杆，用带附加项的富氏级数作为挠曲试函数，提出了多层地基中横向承载桩的一种分析方法。为改善富氏级数求导后收敛慢、精度低的问题，竖直桩的内力采用了平衡法分析。同时文中给出了算例。
A new method of analysis on the lateral loaded pile in multi layered soil is derived. In the method, the deformation of the pile is expressed as the Fourier Series which with the additional terms. The internal forces are obtained by the equilibrium. At the last, a numerical example is presented.
出处
《山东建筑工程学院学报》
1996年第4期19-24,共6页
Journal of Shandong Institute of Architecture and Engineering
关键词
地基
横向承载桩
富氏级数
平衡法
桩
multi layered soil
lateral loaded pile
Fourier Series
equilibrium method
