工程安全与灾害防治

柔性地下管线受隧道开挖影响的安全性评价

  • 孙吉主 ,
  • 邓莉 ,
  • 王勇
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  • 1.武汉理工大学 土木工程与建筑学院,武汉 430070;
    2.中国科学院 武汉岩土力学研究所,武汉 430070
孙吉主(1970-),男,湖北监利人,教授,博士,主要从事岩土工程的教学和科研工作。E-mail:sunjizhu1@163.com

收稿日期: 2016-09-21

  网络出版日期: 2018-01-11

基金资助

国家自然科学基金项目(51579237)

Safety Assessment of Underground Flexible Pipes Affected by Tunneling

  • SUN Ji-zhu ,
  • DENG Li ,
  • WANG Yong
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  • 1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China;
    2.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430070, China

Received date: 2016-09-21

  Online published: 2018-01-11

摘要

在城市隧道建设中,开挖可能导致邻近地下管线的变形,甚至破坏,但现行规范尚未提出具体评价方法。基于普遍认可的隧道开挖引起的地层位移公式,提出了柔性接头管线受隧道施工影响的安全性评价方法,并给出了算例。该方法考虑了管线变形后的正态曲线形态及管线与隧道的位置关系,涉及的参数较少,易于工程应用;适用于地层和管线资料不够详细的情况或在精细化计算前,对柔性接头管线安全性的预估,对于科学地提出具体隧道施工的环境监测报警值有一定的参考价值。

本文引用格式

孙吉主 , 邓莉 , 王勇 . 柔性地下管线受隧道开挖影响的安全性评价[J]. 长江科学院院报, 2018 , 35(1) : 73 -75 . DOI: 10.11988/ckyyb.20160978

Abstract

Urban tunneling could cause deformation or even damage of underground pipeline. But there is no method in existing specifications to evaluate the damage. In this article, we propose a safety assessment method for the deformation of flexible pipeline joint induced by tunneling based on the popular soil displacement formula, and give a calculation example in details. This method is easily applicable to engineering by taking into consideration the position relation between pipeline and tunnel and the normal curve shape of deformed pipeline, with few parameters required. It is suitable for cases with no sufficient strata and pipeline data or before fine computation when safety estimation is needed. It could also offer reference for the warning value of environmental monitoring around the tunnel.

参考文献

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