中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (3): 10-12.

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Evaluation of the effect of collapse in top area of a double-arched tunnel on its the secondary lining

WANG Sheng-hui, 1 DU Xiao-ping, 2 YUAN Yong, 1 ZHANG Yong-wu, 2 DU Guo-ping2   

  1. 1.Civil Engineering School of Tongji Universety,Shanghai 200092,China; 2.Chongqing Yudong Expressway Ltd,Chongqing 400042,China)
  • Received:2003-05-20 Revised:2003-09-16 Online:2004-06-15 Published:2015-05-18

双连拱隧道洞顶坍方对二次衬砌稳定影响评价

王胜辉,1杜小平,2袁勇,1章勇武,2杜国平2   

  1. 1.同济大学土木工程学院,上海200092;2.重庆渝东高速公路有限公司,重庆400042
  • 作者简介:王胜辉(1978—),男,湖北英山人,博士研究生,主要从事岩土工程及地下结构研究。

Abstract: Based on the analysis of the reason of the collapse in top area of a double-archde tunnel,FEM means is taken to study the bad effect of collapse loads and some other facotrs on the secondary lining,then some good advices are suggested for tunnel design and construct

Key words: double-arched tunnel, collapse, FEM means, collapse loads, secondary lining

摘要: 笔者在对一双连拱隧道洞顶坍方原因分析的基础上,借助有限元手段分析了此种坍方产生的坍方荷载等不 利因素对隧道已施工的二次衬砌结构可能的各种不利影响,据此对连拱隧道的施工、设计等提出了一些有益的建 议.

关键词: 连拱隧道, 坍方, 有限元, 坍方荷载, 二次衬砌

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