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作 者:杨悦 肖修鸿 朱捷 裴世博 陈孝国 YANG Yue;XIAO Xiuhong;ZHU Jie;PEI Shibo;CHEN Xiaoguo(College of Architecture and Civil Engineering,Sanming University,Sanming 365004,China;School of Information Engineering,Sanming University,Sanming 365004,China;Guangdong University of Science and Technology,Dongguan 523083,China;School of Information Science and Engineering,Northeastern University,Shenyang 110819,China)
机构地区:[1]三明学院建筑工程学院,福建三明365004 [2]三明学院信息工程学院,福建三明365004 [3]广东科技学院,广东东莞523083 [4]东北大学信息科学与工程学院,辽宁沈阳110819
出 处:《灾害学》2022年第1期25-29,共5页Journal of Catastrophology
基 金:三明学院引进高层次人才科研启动项目(19YG03);福建省自然科学基金面上项目(2020J01391);福建省中青年教师教育科研项目(JAT190690,B201903);黑龙江省自然科学基金项目(LH2019E085)。
摘 要:为提高公路隧道围岩分级的准确性,丰富风险评级方法,首先基于可拓物元理论,对实测数据进行无量纲化处理并转化为Vague集。然后通过AHP法和熵权法得到主客观权重,进而构建区间权重并按照隶属度与非隶属度距离最大化原则进行优化。最后建立基于Vague集的可拓安全评估模型,并结合工程项目进行案例分析,结果与实际监测数据一致。In order to improve the accuracy of highway tunnel surrounding rock classification and enrich the risk rating methods,the dimensionless treatment of the measured data and transformation into the Vague sets are carried out based on the extension matter-element theory.Then the subjective and objective weights are obtained by AHP method and entropy weight method,and the interval weights are constructed and optimized according to the principle of maximizing the distance between the membership degree and the non-membership degree.At last,the extension safety assessment model based on Vague sets is established and combined with engineering projects for case analysis,and the results are consistent with the actual monitoring data.
分 类 号:U451.2[建筑科学—桥梁与隧道工程] X43[交通运输工程—道路与铁道工程]
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