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基于云模型和D-S证据理论的多源信息融合滑坡安全性评价
引用本文:徐卫亚,胡业凡,吴伟伟,秦创创,李 伟.基于云模型和D-S证据理论的多源信息融合滑坡安全性评价[J].河海大学学报(自然科学版),2022,50(1):59-66.
作者姓名:徐卫亚  胡业凡  吴伟伟  秦创创  李 伟
作者单位:河海大学岩土工程科学研究所, 江苏 南京 210098; 河海大学岩土力学与堤坝工程教育部重点实验室, 江苏 南京 210098;中国电建集团华东勘测设计研究院有限公司, 浙江 杭州 311122
基金项目:国家自然科学基金重点项目(51939004);国家重点研发计划(2017YFC1501100)
摘    要:基于多源信息融合理论,结合安全监测数据及滑坡变形破坏特征,构建完善的滑坡安全性评价体系,应用云模型生成各评价指标隶属度,采用引入权重系数的改进D-S证据理论进行数据融合分析,建立一种基于云模型和改进D-S证据理论的滑坡安全性多指标综合评价模型,以实现对滑坡安全性的综合评判。以雅砻江卡拉水电站周家滑坡安全评价分析为实例进行研究,按最大隶属度原则判定周家滑坡的安全状态,分析表明其整体处于基本稳定状态,B1区处于不稳定状态,与实际基本相符。

关 键 词:多源信息融合  云模型  D-S证据理论  安全性评价  周家滑坡  雅砻江

Landslide safety evaluation by multi-source information fusion based on cloud model and D-S evidence theory
XU Weiy,HU Yefan,WU Weiwei,QIN Chuangchuang,LI Wei.Landslide safety evaluation by multi-source information fusion based on cloud model and D-S evidence theory[J].Journal of Hohai University (Natural Sciences ),2022,50(1):59-66.
Authors:XU Weiy  HU Yefan  WU Weiwei  QIN Chuangchuang  LI Wei
Institution:Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;POWERCHINA HUADONG Engineering Corporation Limited, Hangzhou 311122, China
Abstract:In this paper, a landslide safety evaluation model is established based on the cloud model and the improved D-S evidence theory. With the basis of multi-source information fusion theory, combined with the safety monitoring data and landslide deformation and damage characteristics, a perfect landslide safety evaluation system is constructed, the cloud model is applied to generate the affiliation degree of each evaluation index, and the improved D-S evidence theory with the introduction of weight coefficients is used for the data fusion analysis to realize a comprehensive evaluation of landslide safety. The safety evaluation analysis of Zhoujia landslide in the Yalong River Kala Hydropower Station is studied as an example, and the safety status of the Zhoujia landslide is determined according to the principle of maximum affiliation. The results show that the whole area is in a basically stable state, while area B1 is in a unstable state, which is basically consistent with the actual status.
Keywords:multisource data fusion  cloud model  D-S evidence theory  safety evaluation  Zhoujia landslide  Yalong River
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