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基于ANSYS盾构法隧道施工开挖面稳定性的研究 被引量：3

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摘要 通过应用大型有限元软件ANSYS对盾构掘进过程进行仿真分析,提出了某地区隧道盾构法施工开挖面稳定系数的取值范围,并用莫尔库仑破坏准则和地表沉降进行了验证,从而更好地指导了城市盾构法施工。
作者 裴洪军
机构地区 深圳市水务规划设计院
出处 《中国农村水利水电》 北大核心 2010年第7期91-93,共3页 China Rural Water and Hydropower
关键词 有限元 ANSYS 盾构 掘进 开挖面稳定
分类号 U455.43 [建筑科学—桥梁与隧道工程]
  • 相关文献

参考文献10

  • 1钱七虎.迎接我国城市地下空间开发高潮[J].岩土工程学报,1998,20(1):112-113. 被引量：198
  • 2裴洪军,孙树林,吴绍明,裴红岩,苑明文.隧道盾构法施工开挖面稳定性研究方法评析[J].地下空间与工程学报,2005,1(1):117-119. 被引量：28
  • 3Romo M P, Diaz C M. Face stability and ground settlement in shield tunneling[C]// Proc. of the 10th Int'l Conf. on soil mechanics and foundation engineering, 1981:357-360.
  • 4E H Davis, M J Gunn, R J Mair et al. Seneviratne. The stability of shallow tunnel sand underground openings in cohesive material [J]. Geotetechnical, 1980,30(4) :397-416.
  • 5Pierre Chambon. Shallow tunnels in cohesionless soil: stability of tunnel face[J]. Journal of Geotechnical Engineering, 1994,120: 7.
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  • 8Shulin Sun, Hongjun Pei, Shufeng Zhang. Analysis of face stability and ground settlement in EPB shield tunnelling for the Nanjing Metro[C]// The 10th IAEG congress on engineering geology for tomorrow's cities, Nottingham, United Kingdom, 6-10 September 2006 (in press).
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二级参考文献9

  • 1朱伟 陈仁俊.盾构隧道施工技术现状及展望(第3讲).Ceotechnical Engineering World,2001.
  • 2Chambon, P. and Corte, J.F., " Shallow tunnels in cohesionless soil: Stability of tunnel face," [ J ]. Journal of-Geotechnical Engineering, American Society Civil Engineers, Vol. 120, pp. 1148-1165,1994.
  • 3Romo, M.P. and Diaz, C.M., "Face stability and Ground settlement in Shield Tunneling," [ C ]. Proc. Of the 10th Int'l Conf. on Soil Mechanics and Foundation Engineering,Vol. 1, Stockholm, pp.357 - 360,1981.
  • 4E.H. Davis, M.J. Gunn, R.J. Malt, and H.N. Seneviratne, "The stability of shallow tunnel sand underground openings in cohesive material." [ J ]. Geotetechnical, 30(4) :397 -416, 1980.
  • 5G. Anagnostou and K. Kovarl [ J ]. "Tuneling and Underground Space Technology," Vol. 11, No. 2. 165 - 173,1996.
  • 6Pierre Chambon Chambon, "Shallow tunnels in cohesionless soil:Stabillty of tunnel face,"[J] . Journal of Geotechnical Engineering, Vol. 120, No. 7,1994.
  • 7P. de Buhan, A. Cuvillier, L. Dormieux, and S. Maghous, "Face stability of shallow circular tunnels driven under the water table: A numerical analysis,"[ J]. International Journal for Numerical and Analytical Methods in Geomechanics, 23:79 - 95, 1999.
  • 8王敏强,陈胜宏.盾构推进隧道结构三维非线性有限元仿真[J].岩石力学与工程学报,2002,21(2):228-232. 被引量：130
  • 9程展林,吴忠明,徐言勇.砂基中泥浆盾构法隧道施工开挖面稳定性试验研究[J].长江科学院院报,2001,18(5):53-55. 被引量：61

共引文献224

同被引文献19

引证文献3

二级引证文献3

中国农村水利水电
2010年 第7期

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