论文部分内容阅读
为了研究下滑力分布模式不同对抗滑桩内力和位移的影响,基于桩体平衡微分方程和差分解法编制的抗滑桩计算程序,分析了下滑力分别为三角形、矩形、梯形分布模式下对抗滑桩的受力特性的影响。计算结果表明:三角形分布引起的桩体位移和内力远小于矩形分布的情形,梯形分布则介于三角形与矩形分布之间。
In order to study the effect of different sliding force distribution modes on the internal forces and displacements of anti-slide piles, based on the calculation formulas of anti-slide piles which are made by the differential equations and differential equations, the effects of anti-slide piles The impact of the characteristics of the force. The calculation results show that the displacement and internal force of the pile caused by the triangular distribution are much smaller than that of the rectangular distribution, and the trapezoidal distribution is between the triangular and the rectangular distribution.