期刊文献+

观澜河顶管穿越工程流固耦合研究

Study on fluid-structure interaction in the Guanlan River pipe jacking crossing project
下载PDF
导出
摘要 基于岩体劣化本构模型,利用FLAC3D对观澜河顶管穿越工程进行数值模拟分析,计算结果表明:围岩与顶管的位移和应力随水头压力增加而显著增加,并分析了竖井与顶管施工对地表沉降的影响,对于工程的施工与维护具有重要意义。 In this essay,we will use FLAC3D to perform a numerical simulation analysis against the Guanlan River pipe jacking crossing project, based on the rock mass deterioration constitutive model. The calculation result shows that along with the increasing of the head pressure,the dis-placement and stress of the surrounding rock and jacking pipe also increases significantly. This research also analyzes how the vertical shaft and pipe-jacking construction will affect the ground settlement,so it bears great importance on the construction and maintenance of the project.
作者 刘建峰
出处 《山西建筑》 2015年第3期70-72,共3页 Shanxi Architecture
关键词 富水地质 顶管工程 数值模拟 流固耦合 watery geological environment pipe jacking engineering numerical simulation fluid-structure interaction
  • 相关文献

参考文献10

  • 1徐光黎.岩石结构面几何特征的分形与分维[J].水文地质工程地质,1993,20(2):20-22. 被引量:29
  • 2Ferfera F M R,Sarda J P, Bouteca M, et al. Experimental study of monophasic permeability changes under various stress paths [ J ]. International Journal of Rock Mechanics & Mining Sci- ences, 1997,34 ( 3/4 ) :413.
  • 3Wang J A, Park H D. Fluid permeability of sedimentary rocks in a complete stress-strain process [ J ]. Engineering Geology, 2002,63 ( 4 ) : 291-300.
  • 4Heiland J, Raab S. Experimental investigation of the influence of differential stress on permeability of a lower permian ( rotlieg- end) sandstone deformed in the brittle deformation filed [ J ]. Phys. Chem Earth(A) ,2001,26(1) :33-38.
  • 5Singh A B. Study of rock fracture by permeability method [ J ]. Journal of Geotechnical and Geoenvironmental Engineering, 1997,123 (7) :601-608.
  • 6Lee I M, Nam S W. The study of seepage forces acting on the tunnel lining and tunnel face in shallow tunnels[ J ]. Tunnelling and Underground Space Technology,2001,16 ( 1 ) : 31 - 40.
  • 7Lee I M, Nam S W. Effect of tunnel advance rate on seepage forces acting on the underwater tunnel face [ J ]. Tunnelling and Underground Space Technology, 2004,19 ( 2 ) : 273-281.
  • 8杨会军,韩文峰,谌文武,刘高.基岩裂隙水渗流特性探讨与工程实例[J].岩石力学与工程学报,2003,22(z2):2582-2587. 被引量:21
  • 9hasca Consulting Group, Inc.. FLAC3D Fluid-mechanical inter- action ( Version3.3 ) [ R ]. [ S. 1. ] : Itasca Consulting Group, Inc. ,2003.
  • 10江权,冯夏庭,陈国庆.考虑高地应力下围岩劣化的硬岩本构模型研究[J].岩石力学与工程学报,2008,27(1):144-152. 被引量:65

二级参考文献17

共引文献112

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部