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太行山隧道富水段宽张裂隙注浆效果分析

发布时间:2019-01-21 08:17
【摘要】:太行山隧道位于晋豫两省交界,为山西中南部铁路通道第二长隧道,地层岩性、新构造运动、地貌演化塑造了其独特的水文地质背景,Ω套谷、宽张裂隙发育,补给面积大,在Ω沟沟口、地形急剧变化带、构造轴部地下水易富存,隧道施工地下水顺宽张裂隙高压涌出。山西中南部铁路通道为国家重点工程建设项目,富水段落注浆堵水为主要的工程措施,本文在分析场地水文地质特征后,重点对帷幕注浆、周边注浆等方法的效果进行了分析。
[Abstract]:Taihang Mountain Tunnel is located at the junction of Shanxi and Henan provinces. It is the second longest tunnel of railway passage in central and southern Shanxi Province. Its unique hydrogeological background is shaped by stratigraphic lithology, neotectonic movement and geomorphologic evolution. At the entrance of 惟 gully, the topography changes rapidly, the underground water in the structural axis is easy to exist, and the groundwater is gushing out under high pressure along the wide tension fissure in tunnel construction. The railway passage in the central and southern part of Shanxi Province is a national key project, and the main engineering measures are grouting and plugging in the section with rich water. After analyzing the hydrogeological characteristics of the site, the effect of curtain grouting and surrounding grouting is analyzed in this paper.
【作者单位】: 晋豫鲁铁路通道股份有限公司;中铁工程设计咨询集团有限公司;
【分类号】:U455.49

【参考文献】

相关期刊论文 前5条

1 郭康,邸明慧,马辉涛;主宰“嶂石岩地貌”的两种坡面发育模式[J];地理学与国土研究;1997年01期

2 郭康;嶂石岩地貌之发现及其旅游开发价值[J];地理学报;1992年05期

3 吴忱,张秀清,马永红;太行山、燕山主要隆起于第四纪[J];华北地震科学;1999年03期

4 黎爱清;;大支坪隧道帷幕注浆施工技术[J];铁道建筑;2012年04期

5 翁金桃,陈e,

本文编号:2412473


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