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隧道建设(中英文) ›› 2005, Vol. 25 ›› Issue (5): 15-18.

• 研究与探索 • 上一篇    下一篇

埋深和盾构推力对盾构隧道的地表变形影响分析

陈中, 焦苍   

  1. 成都地铁有限责任公司四川成都610031,.中铁隧道集团科研所河南洛阳471009
  • 收稿日期:2005-05-19 出版日期:2005-10-20 发布日期:2009-12-19
  • 作者简介:陈中|男|1970年10月出生|1995年毕业于西南交通大学隧道专业|工学学士|工程师。现就职于成都地铁有限责任公司。

Analysis on Effect of Overburden and Jack Thrust Forces
on Deformation of Ground Surface

CHEN Zhong, JIAO Cang   

  1. Chendu Metro Co.,Ltd, |Chendu, Sichuan 610031|China;Scientific Research Institute under China Railway Tunnel Group |Co.,Ltd, |Luoyang,Henan |471009,China
  • Received:2005-05-19 Online:2005-10-20 Published:2009-12-19

摘要:

引入等代层概念,对不同埋深、不同盾构推力对地表沉降的影响进行了研究,详细介绍了应用ANSYS进行盾构法隧道地表沉降计算的建模方法和相关技巧,并将计算结果与类似工点的实测数据进行了比较分析。

Abstract:

The paper introduces the definition of equivalent circle zone and studies on the effect of different overburden depth and different jack thrust forces on the deformation of the ground surface. The paper also describes the modeling method and relevant knowhow in the calculation of the ground surface settlement of shield tunnels by using ANSYS. Finally the paper makes a comparison between the calculation results and the data measured at similar job site.

Key words: shield tunnel calculation of ground surface settlement  , equivalent circle zone ANSYS