三台山隧道洞口浅埋段塌方综合处治

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• 英文论文题名：Comprehensive Treatment for Collapse at Shallow Buried Portal Section of Santai Mountain Tunnel
• 论文作者：白国权
• 英文论文作者：BAI Guoquan ; Yunnan Communication Planning ; Design and Research Institute
• 年：2016
• 作者机构：云南省交通规划设计研究院;
• 论文关键词：隧道 ; 浅埋段 ; 塌方 ; 处治
• 英文论文关键词：Tunnel ; Shallow buried sections ; Collapse ; Treatment
• 会议召开时间：2016-10-24
• 会议录名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会论文集
• 语种：中文
• 分类号：U458.3
• 学会代码：OGTY
• 会议名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会
• 会议地点：中国四川成都
• 主办单位：中国土木工程学会隧道及地下工程分会
• 学会名称：中国土木工程学会
• 页数：5
• 文件大小：1958k
• 原文格式：O
• 会议级别：全国

摘要

隧道施工掌子面开挖过程中,隧周或前方围岩体的坍塌称为塌方。洞口浅埋段是隧道塌方的易发段落,且常由小规模的塌方在拱部形成塌腔,进而发展成为大规模的塌方甚至塌至地表(一般称作通天塌方)。文章以三台山隧道为工程背景,叙述了其龙陵端左幅洞口浅埋段塌方的发生、成因分析、处治措施及效果,并得出了结论。
During the process of tunnel construction,the collapse of surrounding rock located at upside or foreside of face is called as tunnel collapse.Tunnel collapse ordinary occurred at shallow buried portal sections,and usually developed from small scale at arch part to large scale even collapse up till ground surface(that was called "chimney collapse").Taking Santai mountain tunnel as the background,the paper described the collapse occurrence of shallow buried left tube portal section at the Long ling side,analyzed the cause of collapse,and gave treatment measures,according to such measures,the collapse was treated effectively.Finally,the paper summed up conclusions.

引文

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    [2]中华人民共和国交通部.JTGF60-2009公路隧道施工技术规范[S].北京:人民交通出版社,2004.The Ministry of Transport of the People's Republic of China.JTG F60-2009 Technical specification for construction of highway tunnel[S].Beijing:China Communication Press,2009.
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