水道港口2016，Vol.37Issue(6)：622-625,4.
基于正交设计的灌注嵌岩桩侧阻力影响因素敏感性分析
Sensitivity analysis of perfusion rock-socketed pile side resistance based on orthogonal design
杨小乐 1陶桂兰 1王春龙 1乔赵阳1
作者信息
- 1. 河海大学港口海岸与近海工程学院，南京210098
- 折叠
摘要
Abstract
Combined with the engineering geological data of Nanning Liujing transportation station in Guangxi, the influence factors of the lateral resistance of the pile embedded in the karst area were studied in this paper. Con⁃sidering rock⁃socketed depth, sediment thickness and mudcake thickness as influencing factors, the representative combinations were selected according to the orthogonal design method, and the numerical analysis of pile side resis⁃tance was carried out by the finite element software ANSYS. Range method was employed to study the influence of different factors on the pile side resistance accounted for the extent of the impact of the proportion of load. By the numerical simulation results, it can be seen that the influence of rock⁃socketed depth is the greatest, the next is the thickness of the sediment, and the influence of the mudcake thickness is the least. Based on the various influencing factors of rock⁃socketed pile side resistance, it has a certain reference value for the design of pile foundation in karst area.关键词
嵌岩桩/侧阻力/有限元/正交设计Key words
rock-socketed pile/side resistance/finite element/orthogonal design分类
建筑与水利引用本文复制引用
杨小乐,陶桂兰,王春龙,乔赵阳..基于正交设计的灌注嵌岩桩侧阻力影响因素敏感性分析[J].水道港口,2016,37(6):622-625,4.
