首页 | 本学科首页   官方微博 | 高级检索  
     

高填方块碎石夯实地基变形三维数值模型
引用本文:谢春庆, 邱延峻, 许强. 高填方块碎石夯实地基变形三维数值模型[J]. 交通运输工程学报, 2003, 3(3): 21-25.
作者姓名:谢春庆  邱延峻  许强
作者单位:1.成都军区空军勘察设计院, 四川 成都 61004;;2.西南交通大学 土木工程学院, 四川 成都 610031;;3.成都理工大学 工程地质研究所, 四川成都 610059 四川 成都 610041
摘    要:根据场区的工程地质条件和高填方资料建立地质模型, 运用现场试验所获得的参数和3DFLAC程序对高填方块碎石夯实地基的变形进行数值模拟, 分析地基沉降和侧向变形及可能发生剪切破坏的位置, 模拟和分析结果与实际基本一致。

关 键 词:土木工程   高填方夯实地基   块碎石   变形   数值分析
文章编号:1671-1637(2003)03-0021-05
收稿时间:2002-10-02
修稿时间:2002-10-02

Three-dimensional numerical simulation of ground deformation of high-fill block and detritus
XIE Chun-qing, QIU Yan-jun, XU Qiang. Three-dimensional numerical simulation of ground deformation of high-fill block and detritus[J]. Journal of Traffic and Transportation Engineering, 2003, 3(3): 21-25.
Authors:XIE Chun-qing  QIU Yan-jun  XU Qiang
Affiliation:1. Survey and Design Institute of Chengdu Military Command Air Force, Chengdu 610041, China;;2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;;3. Eingineering Geology Institute, Chengdu University of Technology, Chengdu 610059, China
Abstract:Based on airport construction practice in southwest China, this paper studied the deformation behavior of block and gravel fills. With engineering geological conditions and settement data, a prediction model was established.Three dimensional simulation was conducted using 3D FLAC software to simulate the deformation process of high-fills in airport engineering, especially surface settlement, lateral deformation, and potential shear failure plane. Simulation results are similar with practice.
Keywords:civil engineering  high-fill packing ground  block and detritus  deformation  numerical simulation
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《交通运输工程学报》浏览原始摘要信息
点击此处可从《交通运输工程学报》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