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基于可拓学理论的边坡潜在破坏模式识别方法
引用本文:郝航程,朱方海. 基于可拓学理论的边坡潜在破坏模式识别方法[J]. 地下空间与工程学报, 2007, 3(4): 698-702
作者姓名:郝航程  朱方海
作者单位:同济大学,道路与交通工程教育部重点实验室,上海,200092;同济大学,道路与交通工程教育部重点实验室,上海,200092
摘    要:基于可拓学理论,根据不同的岩体结构类型,分别构建了边坡潜在破坏模式可拓识别经典域物元模型和节域物元模型,确定了适合于边坡潜在破坏模式识别的可拓识别方法,给出了适合于计算机识别的识别流程,并通过实例说明了该方法的可行性.

关 键 词:可拓学  物元  边坡破坏模式
文章编号:1673-0836(2007)04-0698-05
修稿时间:2006-12-11

Recognition Method of Potential Failure Mode of Slope Based on Extenics Theory
HAO Hang-cheng,ZHU Fang-hai. Recognition Method of Potential Failure Mode of Slope Based on Extenics Theory[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(4): 698-702
Authors:HAO Hang-cheng  ZHU Fang-hai
Affiliation:Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China
Abstract:This paper confirms extenic identification flow fitting for potential failure mode of slope based on extenics theory and integrating the failure mode of slope.And this paper also established extension recognition classical matter-element model and extensional matter-element model of potential failure mode of the slope.Besides,extenics theory is applied to establish the recognition method of slope potential failure mode.Finally,this paper offers the recognition flow for computer recognition,and this method's feasibility is proved through engineering examples.
Keywords:extenics  matter-element  failure mode of slope
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