摘要
采用积分变换和传递矩阵方法得到弹性层状地基轴对称问题的基本解,按照虚拟桩法建立分析模型,推导出层状地基中单桩求解的第二类Fredholm积分方程,对其进行数值计算.编写了层状地基中单桩分析的计算程序,可求得桩身各点处的轴力、剪力和位移等主要性状.与经典弹性解答相比,本方法在理论上较严密,适用范围和求解结果也更为丰富.为考察地基土成层性对单桩性状的影响,还对几种典型层状地基中的单桩进行了参数分析.
With the intergral transformation and transfer matrix method, basic solution of layered soil under symmetric load was deduced. The analysis model was set up with fictitious pile method, then the Fredholm integral equations of the second kind for single pile was obtained on the basis of the solution of layered soil under circle load. Numerical method was used to solve the equations and the calculating program was written. The axial forces, shear forces and displacements along pile were obtained. Compared with classical elastic solutions, the present theory is more rigorous and applicable providing more solutions. To investigate the influence of stratified characters of soil, numerical examples of single pile in representative soil strata were studied.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2006年第9期1159-1165,共7页
Journal of Tongji University:Natural Science
基金
国家自然科学基金项目(50478022)
上海市曙光计划资助项目(2001sg013)
关键词
单桩
层状地基
积分方程
传递矩阵
参数分析
single pile
layered soil
integral equation
transfer matrix
parametric analysis
