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浅埋偏压隧道|陕南典型千枚岩地质下浅埋偏压隧道施工技术研究

本文作者:张颖;成功正常投稿发表论文到《经营管理者》2015年14期,引用请注明来源400期刊网!



【摘要】:女娲山1号隧道围岩主要为强、中风化千枚岩,岩体成分主要有绿泥石、石英和绢云母等;由于其复杂的围岩成分,造成该类软岩本身特殊的性质,极易对隧道造成破坏性影响。女娲山1号隧道出口左右洞均存在南北走向断层,千枚岩和覆盖土层分层界线明显极容易产生侧滑,是地形、地层双作用偏压,洞口段最小埋深仅为3.6m,典型的千枚岩地质及浅埋、偏压隧道。论文阐述了该类隧道洞口段明洞转暗洞施工技术,并结合千枚岩地质隧道开挖爆破施工和底板泥化处理技术进行深入研究,形成一套适应千枚岩地质下浅埋偏压隧道施工工艺方法,降低安全风险,为陕南及周边此类隧道提供施工借鉴。
【论文正文预览】:一、工程概况女娲山1号隧道是陕西安平高速公路重点控制工程,设计为分离式隧道,全隧以Ⅴ级围岩为主,隧道单线全长2647m,最大埋深为120m,最小埋深仅为3.6m。全隧破碎带、构造带达12处,且千枚岩均为强风化,其绢云母成分含量较高,施工极其复杂。二、地质和地形特性1.地形地貌。隧
【文章分类号】:U455.4
【稿件关键词】:千枚岩地质浅埋偏压爆破工艺底板泥化
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【稿件标题】:浅埋偏压隧道|陕南典型千枚岩地质下浅埋偏压隧道施工技术研究
【作者单位】:陕西高速公路工程咨询有限公司;
【发表期刊期数】:《经营管理者》2015年14期
【期刊简介】:《经营管理者》是省级刊物、省优秀期刊。可供全国的各大专院校、科研单位、各企事业员工评定、 中级职称、高级职称,及学术交流的杂志。被《权威刊物网》、《中国学术期刊(光盘版)》、《万方数据数字化期刊群》、《中文科技期刊数据库》等网络媒体收录! 《......更多经营管理者杂志社(http://www.400qikan.com/qk/938/)投稿信息
【版权所有人】:张颖;


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