[1]安永林,彭立敏,赵丹,等.基于不同地表倾角的连拱隧道施工优化分析[J].郑州大学学报(工学版),2007,28(02):39-42.[doi:10.3969/j.issn.1671-6833.2007.02.010]
 EY Lin,PENG Limin,ZHAO Dan,et al.Optimization analysis of continuous arch tunnel construction based on different surface inclination angles[J].Journal of Zhengzhou University (Engineering Science),2007,28(02):39-42.[doi:10.3969/j.issn.1671-6833.2007.02.010]
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基于不同地表倾角的连拱隧道施工优化分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
28
期数:
2007年02期
页码:
39-42
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Optimization analysis of continuous arch tunnel construction based on different surface inclination angles
作者:
安永林彭立敏赵丹等.
中南大学,土木建筑学院,湖南,长沙,410075, 中南大学,土木建筑学院,湖南,长沙,410075, 中南大学,土木建筑学院,湖南,长沙,410075, 中南大学,土木建筑学院,湖南,长沙,410075
Author(s):
EY Lin; PENG Limin; ZHAO Dan; etc
关键词:
连拱隧道 地面倾角 偏压 施工优化 施工力学
Keywords:
DOI:
10.3969/j.issn.1671-6833.2007.02.010
文献标志码:
A
摘要:
基于平面应变问题,采用Druck-Prager屈服准则,研究不同地表倾角对偏压连拱隧道不同施工方法的施工力学性能的影响.通过对隧道二次衬砌力学特性及中隔墙受力分析,确定其较优的施工方法.模拟结果表明:地面倾角为5°~15°时,宜先开挖埋深较小一侧;地面倾角为15°~30°时,若能确保中隔墙稳定,则宜先开挖埋深较小一侧;反之,宜先开挖埋深较大一侧;先开挖洞室的墙脚安全系数较小,在施工中应注意加强.
Abstract:
Based on the plane strain problem, the Druck-Prager yield criterion was used to study the influence of different surface inclination angles on the construction mechanical properties of different construction methods of biased continuous arch tunnels. Through the analysis of the mechanical characteristics of the secondary lining of the tunnel and the force of the middle partition wall, the optimal construction method was determined. The simulation results show that when the ground inclination angle is 5°~15°, it is advisable to excavate the side with a small burial depth first. When the inclination angle of the ground is 15°~30°, if the stability of the middle partition wall can be ensured, it is advisable to excavate the side with a smaller burial depth first; On the contrary, it is advisable to excavate the side with a larger burial depth first; The safety factor of the wall foot of the first excavation cave chamber is small, and attention should be paid to strengthening it during construction.

相似文献/References:

[1]姜汶泉,张运良,安永林..不同地形偏压与隧道受力变形的关系[J].郑州大学学报(工学版),2008,29(01):136.
 JIANG Wenquan,ZHANG Yunliang,EY Lin.Relationship between different terrain bias and tunnel force deformation[J].Journal of Zhengzhou University (Engineering Science),2008,29(02):136.

更新日期/Last Update: 1900-01-01