摘要
本文首先指出隧道工程围岩稳定性分析的不足，从理论上详细阐述隧道工程的开发利用是一个动态的、有层次的、可控制的灰色系统，指出分析隧道工程围岩稳定性应采取系统的观点。尤其详细地分析了系统的输出─—围岩变形曲线的规律，采用控制论的观点论述了其可控制性，并给出具体的灰色系统分析方法及建模步骤，同时给出工程实例。
First of all, this paper points out the existing problems of the surrounding stability analysis in tunnelling. Based on the theory, it has been expounded in detail that the tapping and using of tunnelling is a dynamical, layered and controllable grey system. It is indicated that the systematical view should be utilized to analyse the surrounding stability. Its output, the law of the surrounding deformation, has also been analysed in a especial detail.The view of cybernetics has been used to discuss its controllability. The grey system analysis method has been given simultaneously. Finally, a practical engineering example is studied
出处
《铁道学报》
EI
CSCD
北大核心
1996年第4期82-88,共7页
Journal of the China Railway Society
