基于未确知测度理论的特长隧道施工安全风险评价
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摘要
针对特长隧道施工风险评价中常存在诸多不确定性因素的问题,本文提出一种基于未确知测度理论的特长隧道施工风险性评价新方法。根据特长隧道事故的特点及成因,选取支护措施等15项未确知测度函数评价指标,建立了特长隧道施工风险分级预测的未确知测度评价模型;利用信息熵计算各评价指标的权重,依照置信度识别准则进行等级判定,得出特长隧道工程施工风险评价分级预测的评价结果;并应用于某一特长铁路隧道工程实际,成功评定出该隧道综合风险等级为II级。结果表明,该方法不仅能给出特长隧道施工期间的风险等级,并且能够更客观地反映特长隧道施工过程中危险源的情况,为隧道工程施工风险性评价提供了一种新途径。
For various uncertainty problems in the super long tunnel construction risk evaluation, a new risk evaluation method based on the uncertainty measurement theory is proposed. Fifteen uncertainty measurement function evaluation indexes (e.g. the supporting measures) are chosen according to the characteristics and the causes of the safety accidents in the super long tunnel, and an uncertainty measurement evaluation model based on the uncertainty measurement theory is proposed for predicting the construction risk of the super long tunnel. The weight of each index is calculated by using the information entropy, and the risk grade is predicted in accordance with the confidence identify rules. A new super long railway tunnel is taken as an example, the comprehensive risk rating of the super long tunnel is predicated successfully and its risk level is shown to be the grade II. The risk evaluation for the super long tunnel construction not only includes the risk grade of the super long tunnel construction period but also reflects the dangerous sources during the super long tunnel construction.
For various uncertainty problems in the super long tunnel construction risk evaluation, a new risk evaluation method based on the uncertainty measurement theory is proposed. Fifteen uncertainty measurement function evaluation indexes (e.g. the supporting measures) are chosen according to the characteristics and the causes of the safety accidents in the super long tunnel, and an uncertainty measurement evaluation model based on the uncertainty measurement theory is proposed for predicting the construction risk of the super long tunnel. The weight of each index is calculated by using the information entropy, and the risk grade is predicted in accordance with the confidence identify rules. A new super long railway tunnel is taken as an example, the comprehensive risk rating of the super long tunnel is predicated successfully and its risk level is shown to be the grade II. The risk evaluation for the super long tunnel construction not only includes the risk grade of the super long tunnel construction period but also reflects the dangerous sources during the super long tunnel construction.
引文
[1]武赞.关于铁路隧道风险评估方法的探讨[J].铁路工程造价管理,2007,22(6):8-11.Wu Zan.Railway Engineering Cost Management,2007,22(6):8-11.
[2]郑俊杰,林池峰,赵冬安,等.基于模糊故障树的盾构隧道施工成本风险评估[J].岩土工程学报,2011,33(4):501-508.Zheng Junjie,Lin Chifeng,Zhao Dongan,et al.Chinese Journal of Geotechnical Engineering,2011,33(4):501-508.
[3]蔡业华,黄天一.基于模糊层次法的地铁盾构隧道工程坍塌风险分析[J].施工技术,2011,40(S1):221-224.Cai Yehua,Huang Tianyi.Construction Technology,2011,40(S1):221-224.
[4]许振浩,李术才,李利平,等.基于层次分析法的岩溶隧道突水突泥风险评估[J].岩土力学,2011,32(6):1757-1766.Xu Zhenhao,Li Shucai,Li Liping,et al.Rock and Soil Mechanics,2011,32(6):1757-1766.
[5]范玉祥,何亚伯,汪琴,等.隧道施工安全风险的模糊综合评判[J].华中科技大学学报:城市科学版,2010,27(1):46-50.Fan Yuxiang,He Yabo,Wang Qin,et al.Journal of HUST:Urban Science Edition,2010,27(1):46-50.
[6]王飞跃.基于不确定性理论的尾矿坝稳定性分析及综合评价研究[D].长沙:中南大学,2009.Wang Feiyue.Based on the un certainty theory of tailings dam stability analysis and comprehensive evaluation[D].Changsha:Central South University,2009.
[7]王光远.论未确知性信息及其数学处理[J].哈尔滨建筑工程学院学报,1990,23(4):52-58.Wang Guangyuan.Journal of Harbin Architecture and Engineering Institute,1990,23(4):52-58.
[8]Dong L J,Peng G J,Fu Y H,et al.Unascertained measurement classifying model of goaf collapse prediction[J].Journal of Coal Science&Engineering:English Edition,2008,12(2):221-224.
[9]董陇军,赵国彦,宫凤强,等.尾矿坝地震稳定性分析的区间模型及应用[J].中南大学学报:自然科学版,2011,42(1):164-170.Dong Longjun,Zhao Guoyan,Gong Fengqiang,et al.Journal of Central South University:Science and Technology,2011,42(1):164-170.
[10]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.Engineering Quality Supervision Bureau of the Ministry of Transport.Roads bridges and tunnels construction safety risk assessment system and guide analysis[M].Beijing:People's Communications Publishing House,2011.
[11]中华人民共和国铁道部.铁路隧道风险评估与管理暂行规定[S].2007-12-29.The interim prorisions of the risk assessment and management of the railway tunnel[S].Ministry of Railways of the People's Republic of China.2007-12-29.
[2]郑俊杰,林池峰,赵冬安,等.基于模糊故障树的盾构隧道施工成本风险评估[J].岩土工程学报,2011,33(4):501-508.Zheng Junjie,Lin Chifeng,Zhao Dongan,et al.Chinese Journal of Geotechnical Engineering,2011,33(4):501-508.
[3]蔡业华,黄天一.基于模糊层次法的地铁盾构隧道工程坍塌风险分析[J].施工技术,2011,40(S1):221-224.Cai Yehua,Huang Tianyi.Construction Technology,2011,40(S1):221-224.
[4]许振浩,李术才,李利平,等.基于层次分析法的岩溶隧道突水突泥风险评估[J].岩土力学,2011,32(6):1757-1766.Xu Zhenhao,Li Shucai,Li Liping,et al.Rock and Soil Mechanics,2011,32(6):1757-1766.
[5]范玉祥,何亚伯,汪琴,等.隧道施工安全风险的模糊综合评判[J].华中科技大学学报:城市科学版,2010,27(1):46-50.Fan Yuxiang,He Yabo,Wang Qin,et al.Journal of HUST:Urban Science Edition,2010,27(1):46-50.
[6]王飞跃.基于不确定性理论的尾矿坝稳定性分析及综合评价研究[D].长沙:中南大学,2009.Wang Feiyue.Based on the un certainty theory of tailings dam stability analysis and comprehensive evaluation[D].Changsha:Central South University,2009.
[7]王光远.论未确知性信息及其数学处理[J].哈尔滨建筑工程学院学报,1990,23(4):52-58.Wang Guangyuan.Journal of Harbin Architecture and Engineering Institute,1990,23(4):52-58.
[8]Dong L J,Peng G J,Fu Y H,et al.Unascertained measurement classifying model of goaf collapse prediction[J].Journal of Coal Science&Engineering:English Edition,2008,12(2):221-224.
[9]董陇军,赵国彦,宫凤强,等.尾矿坝地震稳定性分析的区间模型及应用[J].中南大学学报:自然科学版,2011,42(1):164-170.Dong Longjun,Zhao Guoyan,Gong Fengqiang,et al.Journal of Central South University:Science and Technology,2011,42(1):164-170.
[10]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.Engineering Quality Supervision Bureau of the Ministry of Transport.Roads bridges and tunnels construction safety risk assessment system and guide analysis[M].Beijing:People's Communications Publishing House,2011.
[11]中华人民共和国铁道部.铁路隧道风险评估与管理暂行规定[S].2007-12-29.The interim prorisions of the risk assessment and management of the railway tunnel[S].Ministry of Railways of the People's Republic of China.2007-12-29.
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