基于可拓学理论的边坡潜在破坏模式识别方法  

Recognition Method of Potential Failure Mode of Slope Based on Extenics Theory

作　　者：郝航程[1] 朱方海[1] 

机构地区：[1]同济大学道路与交通工程教育部重点实验室,上海200092

出　　处：《地下空间与工程学报》2007年第4期698-702,共5页Chinese Journal of Underground Space and Engineering

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。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.

关 键 词：可拓学 物元 边坡破坏模式 

分 类 号：TP183[自动化与计算机技术—控制理论与控制工程]