首页 | 本学科首页   官方微博 | 高级检索  
     检索      

超浅层小半径曲线顶管地面扰动数值模拟分析
引用本文:陈思甜,何剑星,张永兴,蒋云锋.超浅层小半径曲线顶管地面扰动数值模拟分析[J].重庆交通大学学报(自然科学版),2009,28(5):861-864.
作者姓名:陈思甜  何剑星  张永兴  蒋云锋
作者单位:1. 重庆交通大学,土木建筑学院,重庆400074;重庆大学,重庆400030
2. 佛山市市政设计研究院有限公司,广东佛山,528000
3. 重庆大学,重庆,400030
4. 重庆交通大学,土木建筑学院,重庆400074
摘    要:超浅层小半径曲线顶管工程中,地面扰动成为施工过程中必须关注的问题。以杭州半山超浅层曲线顶管工程为基础,利用大型通用有限元软件ANSYS对超浅层顶管的施工过程进行数值模拟,建立超浅层小半径曲线顶管模型,对模型实施不同的顶进速度,用以进一步探求超浅层小半径曲线顶管在不同顶推速度下的地面变形规律,提出顶进速度建议值。

关 键 词:超浅层小半径曲线顶管  地面变形  顶进速度

Numerical Simulation of Ground Disturbance of Extra-Shallow-Underground-Pipe Jacking with Short-Radius Curve
CHEN Si-tian,HE Jian-xing,ZHANG Yong-xing,JIANG Yun-feng.Numerical Simulation of Ground Disturbance of Extra-Shallow-Underground-Pipe Jacking with Short-Radius Curve[J].Journal of Chongqing Jiaotong University,2009,28(5):861-864.
Authors:CHEN Si-tian    HE Jian-xing  ZHANG Yong-xing  JIANG Yun-feng
Institution:CHEN Si-tian1,2,HE Jian-xing3,ZHANG Yong-xing2,JIANG Yun-feng1(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.Chongqing University,Chongqing 400030,3.Foshan Municipal Designing Institute Co.Ltd,Guangdong Foshan 528000,China)
Abstract:During the construction process of the extra-shallow-underground-pipe jacking with short-radius curve,the problem of the ground disturbance must be paid attention to.Based on the pipe jacking project of Hangzhou Banshan,the construction process of extra-shallow-underground-pipe jacking with short-radius curve is simulated numerically through the large scale FEM software ANSYS.And the model of extra-shallow-underground-pipe jacking with short-radius curve is established.Different jacking speed is carried out...
Keywords:extra-shallow-underground-pipe jacking with short-radius curve  ground deformation  jacking speed  
本文献已被 CNKI 维普 万方数据 等数据库收录!
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