摘要
采用积分变换方法求解弹性半空间中圆形荷载的基本解,按照虚拟桩法建立分析模型,基于圆形荷载的基本解推导出单桩分析的第二类 Fredholm 积分方程,对其进行数值计算求得桩身各点处的轴力、剪力和位移等,与经典的弹性解答相比,本文的理论更为严密。通过对单桩的荷载传递、沉降特性以及临界桩长等问题的参数分析,得出一些具有工程应用价值的结论。
Basic solution in elastic half space under circle load was obtained with integral-transform method and the analytical model was set up using the fictitious pile method, then the Fredholm integral equation of the second kind for single pile was deduced out. Numerical method was used to solve the equation and the axial forces, shear forces and displacements along pile were obtained. Compared with classical elastic solutions, the theory used in this paper is more rigorous, and the more solutions can be got. With the above method, parameters analysis were applied on the load transfer characters, settlement characters and critical length for single pile and some valuable conclusions were given for engineering practice.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第z2期130-133,148,共5页
Rock and Soil Mechanics
基金
上海市教育发展基金会曙光计划项目(2001sg013)
关键词
积分方程
虚拟桩
工程性状
参数分析
integral equation, fictitious pile, behavior, parameters analysis
