[1]吴波,朱林萍,刘聪,等.基于未确知测度理论公路隧道塌方风险评价[J].福建工程学院学报,2022,20(03):205-212.[doi:10.3969/j.issn.1672-4348.2022.03.001]
　WU Bo,ZHU Linping,LIU Cong,et al.Tunnel collapse risk assessment based on unascertained measure theory[J].Journal of FuJian University of Technology,2022,20(03):205-212.[doi:10.3969/j.issn.1672-4348.2022.03.001]
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基于未确知测度理论公路隧道塌方风险评价()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第20卷
期数:
2022年03期
页码:
205-212
栏目:
出版日期:
2022-06-25

文章信息/Info

Title:
Tunnel collapse risk assessment based on unascertained measure theory
作者:
吴波; 朱林萍; 刘聪; 李贻材; 张耀
东华理工大学
Author(s):
WU Bo;  ZHU Linping;  LIU Cong;  LI Yicai;  ZHANG Yao
School of Civil and Architectural Engineering, East China University of Technology
关键词:
公路隧道; 风险评价; 未确知测度理论; 组合赋权; 隧道塌方
Keywords:
highway tunnel;  risk assessment;  unascertained measure theory;  combination weighting;  tunnel collapse
分类号:
U455.2
DOI:
10.3969/j.issn.1672-4348.2022.03.001
文献标志码:
A
摘要:
公路隧道塌方是较为常见的工程安全事故，预先进行科学有效的风险评价对于防控隧道塌方风险具有重要意义。根据规范、现有研究和公路隧道工程特点构建了公路隧道塌方风险评价指标体系。针对传统单一赋权风险评价方法会造成评价指标主客观权重被单方面强化的问题，引入博弈论法进行组合赋权以综合主客观权重信息，提出了基于组合赋权和未确知测度理论的公路隧道塌方风险评价模型。采用3 标度层次分析法和熵值法确定评价指标主观权重和客观权重，并运用博弈论法确定评价指标组合权重；结合未确知测度理论得到评价对象的多指标测度综合评价向量，并根据置信度识别准则确定隧道塌方风险等级。将提出的模型应用于福建鱼塘溪隧道4 个典型施工区段风险分析中，得出隧道洞口段塌方风险可能性最高，与现场评估结果基本相符。
Abstract:
Highway tunnel collapse is a common engineering accident. Scientific and effective risk assessment in advance is of great significance for prevention and control of tunnel collapses. According to the code, existing researches and characteristics of highway tunnel engineering, the risk evaluation index system of highway tunnel collapse was constructed. Aiming at the problem that the subjective and objective weights of evaluation indexes were strengthened unilaterally by the traditional single weighting risk evaluation method, the game theory was introduced to synthesize the subjective and objective weight information, and the risk evaluation model of highway tunnel collapse was proposed based on the combined weighting and unascertained measure theory. Improved analytic hierarchy process (IAHP) and entropy method were used to determine the subjective weight and objective weight of the evaluation indicators, and the game theory method is used to determine the combination weight of the evaluation indicators. Combined with the unascertained measure theory, the multi-index measure comprehensive evaluation vector of the evaluation object was obtained, and the risk level of tunnel collapse was determined according to the confidence recognition criterion. The proposed model was applied to the risk analysis of four typical construction sections of Yutangxi Tunnel in Fujian Province, and it was concluded that the tunnel entrance section has the highest possibility of collapse risk, which is basically consistent with the field evaluation results.

参考文献/References:

[1] 张家齐. 山岭铁路隧道施工塌方风险评估[D]. 石家庄: 石家庄铁道大学, 2021.[2] 交通运输部工程质量监督局. 公路桥梁和隧道工程施工安全风险评估制度及指南解析[M]. 北京: 人民交通出版社, 2011.[3] 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.[4] 关晓吉. 基于可拓联系云模型的隧道塌方风险等级评价方法[J]. 中国安全生产科学技术, 2018, 14（11）: 186-192.[5] 吕擎峰, 霍振升, 赵本海, 等. 基于模糊层次和后果当量法的隧道塌方风险评估[J]. 隧道建设（中英文）, 2018, 38（S2）: 31-38.[6] 陈舞, 张国华, 王浩, 等. 基于粗糙集条件信息熵的山岭隧道坍塌风险评价[J]. 岩土力学, 2019, 40（9）: 3549-3558.[7] 王春河, 朱福强, 罗兴, 等. 隧道改扩建工程施工风险评估研究[J]. 现代隧道技术, 2021, 58（2）: 63-70.[8] WU B, QIU W X, HUANG W, et al. A multi-source information fusion approach in tunnel collapse risk analysis based on improved Dempster–Shafer evidence theory[J]. Scientific Reports, 2022, 12: 3626.[9] 王婧, 靳春玲, 贡力, 等. 基于可变模糊集理论的铁路隧道塌方风险评价[J]. 铁道科学与工程学报, 2021, 18（5）: 1364-1372.[10] 朱捷, 曾国伟, 胡国忠, 等. 基于事故统计分析的隧道坍塌施工安全风险评估[J]. 公路交通科技（应用技术版）, 2019, 15（9）: 237-240.[11] 张国威. 基于统计分析的隧道塌方规律及围岩压力分布特征研究[D]. 北京: 北京交通大学, 2017.[12] 梁樑, 盛昭翰, 徐南荣. 一种改进的层次分析法[J]. 系统工程, 1989, 7（3）: 5-7, 2.[13] 钟里密, 谢全敏, 罗忆. 基于博弈-可拓理论的隧道围岩稳定性评价[J]. 中国安全生产科学技术, 2019, 15（1）: 56-61.

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更新日期/Last Update: 2022-06-25