首页 | 本学科首页   官方微博 | 高级检索  
     

带帽刚性桩复合地基试桩力学性状三维有限元分析
引用本文:雷金波,曹慧兰,熊杰,杨加明,刘芳泉. 带帽刚性桩复合地基试桩力学性状三维有限元分析[J]. 矿冶工程, 2006, 26(2): 25-29
作者姓名:雷金波  曹慧兰  熊杰  杨加明  刘芳泉
作者单位:南昌航空工业学院,土木建筑系,江西,南昌,330046;南昌航空工业学院,土木建筑系,江西,南昌,330046;南昌航空工业学院,土木建筑系,江西,南昌,330046;南昌航空工业学院,土木建筑系,江西,南昌,330046;南昌航空工业学院,土木建筑系,江西,南昌,330046
摘    要:采用有限元方法, 对带帽刚性桩复合地基力学性状进行了初步的数值模拟分析, 找出了带帽刚性桩复合地基力学性状的一些基本规律。带帽刚性桩复合地基在一定深度位置处存在等沉面现象, 为建立带帽桩复合地基沉降计算模型提供了理论依据, 并为设计提供有益指导。

关 键 词:带帽刚性桩复合地基  桩帽下土体  桩帽间土体  力学性状  等沉面
文章编号:0253-6099(2006)02-0025-05
收稿时间:2005-11-07
修稿时间:2005-11-07

3D FEM Analysis of Mechanical Characters of Composite Foundation with Capped Rigid Piles
LEI Jin-bo,CAO Hui-lan,XIONG Jie,YANG Jia-ming,LIU Fang-quan. 3D FEM Analysis of Mechanical Characters of Composite Foundation with Capped Rigid Piles[J]. Mining and Metallurgical Engineering, 2006, 26(2): 25-29
Authors:LEI Jin-bo  CAO Hui-lan  XIONG Jie  YANG Jia-ming  LIU Fang-quan
Affiliation:Department of Civil and Architecture, Nanchang Institute of Aeronautical Technology, Nanchang 330034, Jiangxi, China
Abstract:The mechanical characters of composite foundation with capped rigid piles have been analyzed by means of finite element method(FEM).The change rules of the mechanical characters of the composite foundation have been researched.The equal settlement section of rigid pile with cap composite foundation has been proved.The results provides a theoretical base for the establishment of a calculation model for the composite foundation settlement,and a useful guidance for the engineering construction and design.
Keywords:rigid piles with cap composite foundation   soil under pile cap   soil besides pile cap   mechanics character   equal settlement section
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《矿冶工程》浏览原始摘要信息
点击此处可从《矿冶工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号