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现代隧道技术 2012, Vol. 49 Issue (3) :109-113    DOI:
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隧道掌子面与溶洞安全距离分析
1 陕西铁路工程职业技术学院,西安 714099 2 中铁第四勘测设计院集团有限公司,武汉 430063
Analysis of the Safe Distance Between a Tunnel Face and Karst Cave
1 Shaanxi Railway Institute, Xian 714099 2 China Railway Siyuan Survey and Design Group Co., Ltd.,Wuhan 430063
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摘要     岩溶地区隧道开挖掌子面前方存在的大型溶洞对施工的威胁非常大,如何确定开挖掌子面前方合理的岩盘安全厚度,并及时进行超前支护或对溶洞进行处理,是岩溶隧道施工中必须解决的一个关键技术问题。文章通过数值模拟和理论计算,对隧道掌子面与溶洞安全距离的影响因素进行了分析研究,建立了预测隧道掌子面前方岩盘安全厚度的计算方法(经验类比法、理论计算法、数值分析法)及计算图式,给出了安全距离计算公式并进行了工程实例分析。
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关键词隧道掌子面     岩溶     安全距离     
Abstract: A large cave in front of the tunnel face in a karst area makes for a very large construction risk. It is very important to keep a reasonable laccolith thickness in front of the tunnel face and to use support in advance of the face during the construction of a karst tunnel. This study analyzes the factors affecting the safe distance between a tunnel face and karst cave by means of numerical simulation and theoretical calculation and establishes the calculation methods (empirical, analogue, theoretical calculation, and numerical analysis) plus computation schemes and formulas for predicting a safe thickness of laccolith in front of the tunnel face. Additionally, the analysis of a project case is carried out based on theoretical calculation and numerical simulation.
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作者简介: 作者简介: 刘超群(1972-),女,硕士,副教授,主要从事土木工程方面的教学与科研工作, E-mail:69631101@qq.com
引用本文:   
.隧道掌子面与溶洞安全距离分析[J]  现代隧道技术, 2012,V49(3): 109-113
.Analysis of the Safe Distance Between a Tunnel Face and Karst Cave[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(3): 109-113
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