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[1]乔建刚,刘翔,李庆楼,等.基于粗糙集理想解高陡边坡稳定性模糊评价*[J].中国安全生产科学技术,2022,18(7):135-141.[doi:10.11731/j.issn.1673-193x.2022.07.020]
　QIAO Jiangang,LIU Xiang,LI Qinglou,et al.Fuzzy evaluation on stability of high and steep slope based on ideal solution of rough set[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2022,18(7):135-141.[doi:10.11731/j.issn.1673-193x.2022.07.020]
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基于粗糙集理想解高陡边坡稳定性模糊评价*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
18
期数:
2022年7期
页码:
135-141
栏目:
职业安全卫生管理与技术
出版日期:
2022-07-31

文章信息/Info

Title:
Fuzzy evaluation on stability of high and steep slope based on ideal solution of rough set
文章编号:
1673-193X(2022)-07-0135-07
作者:
乔建刚; 刘翔; 李庆楼; 陶瑞
（河北工业大学 土木与交通学院，天津 300401)
Author(s):
QIAO Jiangang;  LIU Xiang;  LI Qinglou;  TAO Rui
(School of Civil Transportation Engineering,Hebei University of Technology,Tianjin 300401,China)
关键词:
安全评价; 高陡边坡; 粗糙集; 理想解; 模糊理论
Keywords:
safety evaluation;  high and steep slope;  rough set;  ideal solution;  fuzzy theory
分类号:
X951
DOI:
10.11731/j.issn.1673-193x.2022.07.020
文献标志码:
A
摘要:
为评价山区公路沿线高陡边坡稳定性，保障道路行车安全，基于代数表示的粗糙集理论和条件信息熵表示的粗糙集理论，结合理想解的思想重新定义各属性重要度的确定方式，提出新的适用于山区高陡边坡的权重确定方法，并建立高陡边坡稳定性评价体系，基于模糊理论以某高速公路高陡边坡工程为研究背景，建立山区高陡边坡模糊稳定性评价模型，对边坡稳定性进行评价。研究结果表明：隶属度最大值为0.397，对应边坡稳定状态为“极不稳定”，与实际情况基本一致，验证该权重方法客观、准确，为更好评判山区公路沿线高陡边坡稳定性提出新的方法。
Abstract:
In order to evaluate the stability of high and steep slopes along the mountain highway more accurately,and ensure the road traffic safety,based on the rough set theory represented by algebra and the rough set theory represented by the entropy of conditional information and using their advantages in treating the randomness and incompleteness,the determination methods of the importance of each attribute were redefined combining with the idea of ideal solution.A new method of weight determination applicable to the high and steep slopes in mountainous areas was put forward,and an evaluation system of the stability of high and steep slope was established.Taking the high and steep slope project of a certain expressway as the research background,a fuzzy stability evaluation model of the high and steep slopes in mountainous areas was established based on fuzzy theory,and the stability of slope was evaluated.The results showed that the maximum membership was 0.397,and the corresponding slope stability was “extremely unstable”,which was basically in line with the actual situation and indicated that the weighting method was objective and accurate and the evaluation model was scientific and reasonable.It provides a new method for better judging the stability of high and steep slopes along the mountain highway.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期： 2021-10-13
*基金项目： 国家重点研发计划项目（2017YFC0805404）；国家安全监管总局2017年安全生产重特大事故防治关键技术科技项目（hebei-0009-2017AQ）
作者简介： 乔建刚，博士，教授，主要研究方向为道路、交通安全。
通信作者： 刘翔，硕士研究生，主要研究方向为土木工程。
更新日期/Last Update: 2022-08-10