摘要
应用非线性曲线拟合技术 ,得出了横向承载桩柱土反力随挠度及深度的变化规律 ,并应用数值分析方法 ,计算了桩柱的承载能力及刚度 。
The changing law of the resistance of the earth of the laterally loaded piles is obtained by means of nonlinear curve fitting technology.The loading capacity and the stiffness of the piles are given by numerical computations.The results have a certain direct effect for the design and application of laterally loaded piles.
关键词
横向承载桩柱
土反力
刚度
设计
laterally loaded piles
resistance of the earth
stiffness
