|本期目录/Table of Contents|

[1]张航,胡建菁,吕能超.基于TFAHP-可拓法的隧道大变形风险评估*[J].中国安全生产科学技术,2023,19(10):21-28.[doi:10.11731/j.issn.1673-193x.2023.10.003]
　ZHANG Hang,HU Jianjing,LYU Nengchao.Risk assessment of tunnel large deformation based on TFAHP and extension method[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2023,19(10):21-28.[doi:10.11731/j.issn.1673-193x.2023.10.003]
点击复制

基于TFAHP-可拓法的隧道大变形风险评估*
分享到：

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
19
期数:
2023年10期
页码:
21-28
栏目:
学术论著
出版日期:
2023-10-31

文章信息/Info

Title:
Risk assessment of tunnel large deformation based on TFAHP and extension method
文章编号:
1673-193X(2023)-10-0021-08
作者:
张航; 胡建菁; 吕能超
（1.武汉理工大学 交通与物流工程学院，湖北 武汉 430063；
2.武汉理工大学 智能交通系统研究中心，湖北 武汉 430063）
Author(s):
ZHANG Hang;  HU Jianjing;  LYU Nengchao
(1.School of Transportation and Logistics Engineering,Wuhan University of Technology,Wuhan Hubei 430063,China;
2.Intelligent Transport Systems Center,Wuhan University of Technology,Wuhan Hubei 430063,China)
关键词:
公路隧道; 大变形; 风险评估; 层次分析法; 物元可拓法; 风险评估
Keywords:
highway tunnel;  large deformation;  risk assessment;  analytic hierarchy process (AHP);  matter-element extension method;  risk assessment
分类号:
U457；X947
DOI:
10.11731/j.issn.1673-193x.2023.10.003
文献标志码:
A
摘要:
为了预防在高地应力的作用下，软弱围岩产生挤压变形，引发侵限、坍塌等病害，将三角模糊层次分析法(triangular fuzzy-analytic hierachy process，TFAHP)和可拓评价结合，从围岩岩性、地质构造、水文条件和施工方法4个方面讨论隧道大变形的影响因素，构建大变形风险评价指标体系，使用Matlab软件计算关联度，基于最大关联度识别法对施工前隧道大变形风险进行评估，并选取某公路隧道项目进行实证研究。研究结果表明：运用该模型得到某公路隧道大变形风险安全等级为Ⅱ级，比较安全，与现场实际情况较为符合，基于TFAHP-可拓法的评估方法具有合理性和适用性。研究结果对隧道大变形风险等级判断及指导施工具有一定现实意义。
Abstract:
In order to prevent the extrusion deformation of soft surrounding rock under the action of high ground stress,which will cause the diseases such as invasion and collapse,the triangular fuzzy-analytic hierarchy process (TFAHP) method was combined with extension evaluation method to discuss the factors affecting the large deformation of tunnel from four aspects of surrounding rock lithology,geological structure,hydrological conditions and construction methods,and an index system of large deformation risk assessment was constructed.The Matlab software was used to calculate the correlation degree,then the large deformation risk of tunnel before construction was assessed on the basis of maximum correlation degree identification method,and a highway tunnel project was selected for empirical research.The results show that the safety level of large deformation risk of this tunnel obtained by this model is level II,which is relatively safe,so the assessment method based on TFAHP and extension method is reasonable and applicable.The research results have certain practical significance for judging the risk level of large deformation of tunnel and guiding the construction.

参考文献/References:

［1］崔胜海.隧道软弱围岩段大变形分析及处理措施研究［J］.西部交通科技,2018(3):79-82. CUI Shenghai.Large deformation analysis of soft weak tunnel surrounding rock and its treatment measure study［J］.Western China Communication Science and Technology，2018(3):79-82.
［2］高峰,郑东书.隧道软弱围岩大变形机理分析与加固措施研究［J］.科学技术创新,2017(27):148-149. GAO Feng,ZHENG Dongshu.Analysis of large deformation mechanism and reinforcement measures of tunnel soft surrounding rock［J］.Science and Technology Innovation,2017(27):148-149.
［3］张海太,任高攀,万志文，等.薄层炭质板岩地层隧道围岩大变形特征及支护方法研究［J］.地下空间与工程学报,2020,16(增刊1):457-464. ZHANG Haitai,REN Gaopan,WAN Zhiwen,et al.Study on large deformation characteristics and support paterns of thin layer carbonaceous slate tunnel［J］.Chinese Journal of Underground Space and Engineering，2020，16(Supplement 1):457-464.
［4］戴世伟,刘鑫鑫,万飞.软岩隧道大变形事故致灾因素耦合分析［J］.中国安全科学学报,2021,31(8):119-124. DAI Shiwei,LIU Xinxin,WAN Fei.Coupling analysis on disaster-inducing factors for large deformation accidents in soft rock tunnels［J］.China Safety Science Journal，2021,31(8):119-124.
［5］徐东强,李永亮,王可意.基于AHP-DEA的公路隧道大变形风险评估［J］.中外公路,2018,38(4):218-222. XU Dongqiang,LI Yongliang,WANG Keyi.Risk assessment of highway tunnel serious deformation based on AHP-DEA method［J］.Journal of China and Foreign Highway，2018，38(4):218-222.
［6］范建海,陈志超,夏述光.软岩隧道矿山法施工大变形风险评估［J］.铁道建筑,2013(7):52-56. FAN Jianhai,CHEN Zhichao,XIA Shuguang.Risk assessment of large deformation in soft rock tunnel mining method［J］.Railway Engineering，2013(7):52-56.
［7］石州,罗彦斌,陈建勋.木寨岭公路隧道大变形综合评价预测［J］.公路交通科技,2020,37(8):90-98，158. SHI Zhou,LUO Yanbin,CHEN Jianxun.Comprehensive evaluation and prediction of large deformation of muzhailing highway tunnel［J］.Journal of Highway and Transportation Research and Development,2020,37(8):90-98，158.
［8］杨奎,毛金龙,刘永恒.隧道断层破碎带围岩大变形的模糊层次综合评价［J］.现代交通技术,2018,15(6):40-43，55. YANG Kui,MAO Jinlong,LIU Yongheng.Fuzzy hierarchy comprehensive evaluation for large deformation of surrounding rock in tunnel fault fracture zone［J］.Modern Transportation Technology,2018,15(6):40-43，55.
［9］周航,陈仕阔,刘彤,等.挤压性围岩大变形危险性评价的组合赋权-理想点模型［J］.中南大学学报(自然科学版),2021,52(10):3647-3658. ZHOU Hang,CHEN Shikuo,LIU Tong,et al.Combination weight and ideal point method model for risk evaluation on squeezing large deformation［J］.Journal of Central South University(Science and Technology),2021,52(10):3647-3658.
［10］赵淑敏.基于递进复合式组合预测模型的软岩隧道大变形预测研究［J］.隧道建设(中英文),2018,38(7):1131-1137. ZHAO Shumin.Study of Large Deformation prediction of soft rock tunnel based on progressive composite combined prediction model［J］.Tunnel Construction,2018,38(7):1131-1137.
［11］何乐平,徐应东,胡启军,等.基于博弈论-云模型的软岩隧道大变形风险评估［J］.现代隧道技术,2021,58(6):85-94. HE Leping,XU Yingdong,HU Qijun,et al.Assessment of large deformation risk in soft rock tunnels based on game theory-cloud model［J］.Modern Tunnelling Technology,2021,58(6):85-94.
［12］王志杰,李振,蒋新政,等.新建隧道双侧近接既有隧道施工风险评价研究［J］.铁道工程学报,2020,37(5):47-53. WANG Zhijie,LI Zhen,JIANG Xinzheng,et al.Research on the construction risk assessment of new tunnels close to existing tunnel on both sides［J］.Journal of Railway Engineering Society,2020,37(5):47-53.
［13］杨建辉,沈恺,舒禄山,等.基于BN的软岩隧道大变形风险机理与评估［J］.铁道工程学报,2022,39(3):81-86. YANG Jianhui,SHEN Kai,SHU Lushan,et al.Risk mechanism and assessment of large deformation in soft rock tunnel［J］.Journal of Railway Engineering Society,2022,39(3):81-86.
［14］常瑶.基于尖点突变理论和MF-DFA法的隧道大变形监测［J］.人民长江,2019,50(1):118-123. CHANG Yao.Large deformation monitoring of tunnels based on cusp catastrophe theory and multifractal detrended fluctuation analysis［J］.Yangtze River,2019,50(1):118-123.
［15］中华人民共和国交通运输部.公路工程施工安全风险评估指南第3部分：隧道工程［EB/OL］.（2020-03-16）［2023-02-28］.https://xxgk.mot.gov.cn/2020/jigou/aqyzljlglj/202006/t20200623_3316612.html.
［16］王建宗,郑志学,李长明,等.基于博弈论-可拓云模型的隧道围岩稳定性评价［J］.铁道标准设计,2018,62(11):118-124. WANG Jianzong,ZHENG Zhixue,LI Changming,et al.Evaluation of stability of tunnel surrounding rock based on extension cloud theory integrated with game theory［J］.Railway Standard Design,2018,62(11):118-124.

相似文献/References:

[1]刘勇,徐志胜,赵望达.公路隧道火灾风险评价模型及应用[J].中国安全生产科学技术,2014,10(4):126.[doi:10.11731/j.issn.1673-193x.2014.04.022]
　LIU Yong,XU Zhi sheng,ZHAO Wang da.Fire risk assessment model of road tunnel and its application[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(10):126.[doi:10.11731/j.issn.1673-193x.2014.04.022]
[2]冯宝俊,刘敦文,褚夫蛟.基于PSO-SVM模型的隧道水砂突涌量预测研究[J].中国安全生产科学技术,2014,10(7):123.[doi:10.11731/j.issn.1673-193x.2014.07.022]
　FENG Bao jun,LIU Dun wen,CHU Fu jiao.Study on prediction of water and sand inrush quantity in tunnel based on PSOSVM model[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(10):123.[doi:10.11731/j.issn.1673-193x.2014.07.022]
[3]陈炜,路世昌,崔铁军.基于AHP可拓综合方法的公路隧道安全等级判定研究[J].中国安全生产科学技术,2014,10(7):158.[doi:10.11731/j.issn.1673-193x.2014.07.028]
　CHEN Wei,LU Shi-chang,CUI Tie-jun.Research on safety level of highway tunnel based on AHP-Extension synthesis method[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(10):158.[doi:10.11731/j.issn.1673-193x.2014.07.028]
[4]谭洪强,邓红卫,马浩鹏,等.基于未确知测度理论的公路隧道水害危险性评价[J].中国安全生产科学技术,2015,11(4):166.[doi:10.11731/j.issn.1673-193X.2015.04.027]
　TAN Hong-qiang,DENG Hong-wei,MA Hao-peng,et al.Risk assessment on highway tunnel flood based on uncertainty measurement theory[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(10):166.[doi:10.11731/j.issn.1673-193X.2015.04.027]
[5]谭洪强,邓红卫,王杰,等.公路隧道水害倾向性分级的Bayes判别法及应用[J].中国安全生产科学技术,2015,11(6):120.[doi:10.11731/j.issn.1673-193x.2015.06.019]
　TAN Hong-qiang,DENG Hong-wei,WANG Jie,et al.Bayes discriminant analysis on flood tendency classification of highway tunnel and its application[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(10):120.[doi:10.11731/j.issn.1673-193x.2015.06.019]
[6]孙忠强,方宝君.大断面公路隧道施工风流分布规律研究[J].中国安全生产科学技术,2016,12(2):154.[doi:10.11731/j.issn.1673-193X.2016.02.028]
　SUN Zhongqiang,FANG Baojun.Study on airflow distribution regularities in construction of large section highway tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(10):154.[doi:10.11731/j.issn.1673-193X.2016.02.028]
[7]李新宏,朱红卫,陈国明,等.公路隧道内CNG管束气瓶车泄漏天然气扩散CFD仿真[J].中国安全生产科学技术,2016,12(12):138.[doi:10.11731/j.issn.1673-193x.2016.12.024]
　LI Xinhong,ZHU Hongwei,CHEN Guoming,et al.CFD simulation of natural gas diffusion from CNG tube-buddle cylinder vehicle leakage in highway tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(10):138.[doi:10.11731/j.issn.1673-193x.2016.12.024]
[8]陈长坤,雷鹏,史聪灵,等.公路隧道内氢气和丙烷爆炸数值模拟对比分析[J].中国安全生产科学技术,2017,13(1):151.[doi:10.11731/j.issn.1673-193x.2017.01.025]
　CHEN Changkun,LEI Peng,SHI Congling,et al.Comparative numerical simulation analysis on explosion of hydrogen and propane in highway tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(10):151.[doi:10.11731/j.issn.1673-193x.2017.01.025]
[9]陈涛,胡成,包志明,等.公路隧道压缩空气泡沫系统灭油池火实验研究[J].中国安全生产科学技术,2017,13(7):30.[doi:10.11731/j.issn.1673-193x.2017.07.005]
　CHEN Tao,HU Cheng,BAO Zhiming,et al.Experimental study on extinguishing of pool fire with compressed air foam system in road tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(10):30.[doi:10.11731/j.issn.1673-193x.2017.07.005]
[10]张成良,张金瑞,蔡林真,等.软岩大断面隧道二次衬砌支护时机的选择研究[J].中国安全生产科学技术,2018,14(9):116.[doi:10.11731/j.issn.1673-193x.2018.09.019]
　ZHANG Chengliang,ZHANG Jinrui,CAI Linzhen,et al.Research on timing selection of secondary lining support for large crosssection tunnel in soft rock[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2018,14(10):116.[doi:10.11731/j.issn.1673-193x.2018.09.019]

备注/Memo

备注/Memo:
收稿日期： 2023-02-28
* 基金项目： 国家自然科学基金项目（52072290）
作者简介： 张航，博士，副教授，主要研究方向为道路路线规划与设计、道路交通安全评价。
通信作者： 胡建菁，硕士研究生，主要研究方向为道路路线规划与设计、道路交通安全评价。
更新日期/Last Update: 2023-11-06