单桩沉降计算的有限杆单元和三折线荷载位移模式耦合法  

Combined Method to Analyze the Settlement of Single Pile

作　　者：胡厚琪[1] 

机构地区：[1]江苏省高速公路经营管理中心,江苏南京210009

出　　处：《金陵科技学院学报》2005年第2期49-51,共3页Journal of Jinling Institute of Technology

摘　　要：采用有限杆单元和三折线荷载位移模式相耦合的方法,计算分析单桩的沉降情况。工程实例的计算和实测结果的对比分析表明,该方法具有简单、灵活和相对精确等特点。<Abstrcat> The trilinear load transfer model combined with the finite element method is applied to analyze the settlement of single pile. The compare between the calculation and the testing results shows that the method presented in this paper is of great applicability and accuracy.

关 键 词：耦合法 三折线模型 单桩沉降 

分 类 号：TU318.02[建筑科学—结构工程]