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基于层次-可拓(AHP Extenics)模型的既有隧道衬砌结构病害评价
引用本文:郭永华,龚设,康三月,陶小钧,林立宏,吴丹红. 基于层次-可拓(AHP Extenics)模型的既有隧道衬砌结构病害评价[J]. 隧道建设, 2020, 40(Z1): 115-122. DOI: 10.3973/j.issn.2096-4498.2020.S1.015
作者姓名:郭永华  龚设  康三月  陶小钧  林立宏  吴丹红
作者单位:(1. 浙江省隧道工程集团有限公司, 浙江杭州 310005; 2. 台州市交通投资集团有限公司, 浙江台州 318000; 3. 中国地质大学(武汉) 工程学院, 湖北武汉 430074)
基金项目:浙江省交通运输厅科研计划项目(2018013); 国家自然科学基金资助项目(41672260)
摘    要:为解决既有隧道衬砌结构病害威胁交通安全、影响交通质量和使用寿命等问题,从工程施工、自然环境和工程地质3方面共13个独立的既有隧道衬砌结构病害影响因素入手。首先,采用层次分析法(AHP)建立既有隧道衬砌结构病害形成因素指标体系,提出基于层次-可拓(AHP Extenics)模型的既有隧道衬砌结构病害评价方法; 然后,结合工程实际和专家打分确定病害评价指标权重,进而利用相关函数对病害评价指标和权重进行可拓运算;最后,得出既有隧道衬砌结构病害评价等级。该方法采用形式化的可拓综合评价模型替代传统的模糊综合评价法,以定量的形式给出定性分析结果,使计算结果更加客观,为既有隧道衬砌结构的病害评价提供了一种新方法。


Disease Evaluation of Existing Tunnel Lining Based onAHP Extenics Model
GUO Yonghua,GONG She,KANG Sanyue,TAO Xiaojun,LIN Lihong,WU Danhong. Disease Evaluation of Existing Tunnel Lining Based onAHP Extenics Model[J]. Tunnel Construction, 2020, 40(Z1): 115-122. DOI: 10.3973/j.issn.2096-4498.2020.S1.015
Authors:GUO Yonghua  GONG She  KANG Sanyue  TAO Xiaojun  LIN Lihong  WU Danhong
Affiliation:(1. Zhejiang Tunnel EngineeringGroup, Hangzhou 310005, Zhejiang, China; 2. TaizhouCommunications Investment Group, Taizhou 318000, Zhejiang, China; 3. China University of Geosciences, Wuhan 430074, Hubei, China)
Abstract:The diseases of existing tunnel lining structurethreaten the traffic safety, traffic quality and tunnel service life. Startsfrom 13 independent influencing factors of existing tunnel lining structurediseases from 3 aspects of engineering construction, natural environment andengineering geology, the index system of forming factors of diseases ofexisting tunnel lining is established by AHP method, and the diseasesevaluation method for existing tunnel lining structure is proposed based on AHP Extenicsmode firstly. And then, the weight of safety evaluation index is determined bycombining engineering practice and expert scoring, and the safety evaluationindex and weight are extended by using correlation function. Finally, thedisease evaluation grade of existing tunnel lining structure is obtained. Inthis method, the traditional fuzzy comprehensive evaluation method is replacedby the formal extension comprehensive evaluation model, and the qualitativeanalysis results are given in quantitative form, which makes the calculationresults more objective and provides a new method for the diseases evaluation ofexisting tunnel lining structure.
Keywords:
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