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.
出处
《地下空间与工程学报》
CSCD
2007年第4期698-702,共5页
Chinese Journal of Underground Space and Engineering
关键词
可拓学
物元
边坡破坏模式
extenics
matter - element
failure mode of slope
