首页 | 本学科首页   官方微博 | 高级检索  
     

盾构隧道纵向变形性态研究分析
引用本文:黄宏伟,臧小龙. 盾构隧道纵向变形性态研究分析[J]. 地下空间与工程学报, 2002, 22(3): 244-251,280
作者姓名:黄宏伟  臧小龙
作者单位:同济大学地下建筑与工程系,上海,200092
摘    要:随着城市地铁和市政工程建设的发展 ,由于软土隧道发生过量的不均匀纵向变形对隧道内力、变形及正常运营的影响日渐突出。本文以盾构法隧道为基础 ,结合工程实例 ,对软土盾构隧道纵向变形和结构性态进行讨论 ,介绍了盾构隧道纵向变形的影响因素 ,重点分析了土性不均匀与荷载变化两大主要因素对隧道纵向变形的影响 ,最后给出了具有一定指导意义的结论。

关 键 词:盾构隧道  纵向变形  土性
文章编号:1001-831X(2002)03-0244-08
修稿时间:2002-02-14

Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel
HUANG Hong wei et al.. Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J]. Chinese Journal of Underground Space and Engineering, 2002, 22(3): 244-251,280
Authors:HUANG Hong wei et al.
Affiliation:HUANG Hong wei et al.
Abstract:With the development of metro and public works, to the problem caused by the longitudinal deformation of soft ground tunnel, more importance has been attached. The influence of longitudinal deformation on the internal force and deformation of structure can't be ignored. Based on the shield tunnel data combined with those of the real projects, the longitudinal deformation and structure characteristic of tunnel are discussed, and the causes of longitudinal deformation of the tunnel are presented. The variation of soil behavior and the non uniform distribution of load along the shield tunnel are two major factors and their effect on the longitudinal deformation of tunnel is discussed. At last, some guiding conclusions are drawn.
Keywords:shield tunnel  longitudinal deformation  soil behavior
本文献已被 CNKI 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