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观音山隧道软弱围岩超前预注浆施工技术 被引量:2

Advance Grouting Construction Technology for Weak Surrounding Rocks of Kuanyinshan Tunnel
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摘要 结合工程地质概况,通过对地质雷达和超前水平钻探结果的分析,提出采用超前预注浆的加固方案,并从止浆墙的施作、超前预注浆的加固范围、注浆工艺过程等方面阐述了其施工技术,最后对注浆效果进行了检查评估,达到堵水和加强围岩稳定的目的,为今后类似工程的施工提供参考。 Combined with the engineering geology survey, through geological radar and advanced horizontal drilling result analysis, the paper proposes the program of advance grouting strengthening project, and from the slurry prevention wall ap- plied, the slurry grouting reinforcement scope of the advance grouting, grouting construction process, this paper describes the construction technology, and evaluates the grouting effect to strengthen the stability of surrounding rock and water pre- vention purpose, to provide the reference for other similar project construction.
作者 李思红
出处 《铁道建筑技术》 2012年第9期75-77,93,共4页 Railway Construction Technology
关键词 隧道施工 止浆墙 注浆工艺 效果评定 tunnel slurry, prevention wall grouting technology grouting effect assessment
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  • 1[2]张民庆,韩占波,孙国庆,等.圆梁山隧道PDK354+255~PDK354+275溶洞段施工技术[J].铁道工程学报,2002,(4):71-78.(Zhang Minqing,Han Zhanbo,Sun Guoqing,et al.Construction technology of cavity section PDK354+255~PDK354+275 in parallel heading at intake portal of Yuanliangshan Tunnel[J].Journal of Railway Engineering Society,2002,(4):71-78.(in Chinese))
  • 2[5]张民庆.饱和含水砂层施工技术[A].见:第十届隧道年会论文集[C].[s.l.]:[s.n.],1998.543-547.(Zhang Minqing.Engineering technique of saturation and containing water sand[A].In:Proceedings of the 10th Tunnel Academic Conference Symposium[C].[s.l.]:[s.n.],1998.543-547.(in Chinese))

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