摘要
本文以我国隧道工程应用新奥法的典型工程经验和原位测试资料为基础,综合应用系统科学、工程地质力学和岩石力学方法,阐述在隧道工程锚喷支护设计与施工中,普及应用围岩稳定分析预测技术的原理和方法—典型类比分析法的提出、原理框架与工程验证。
In this paper, on the basis of the experience and in-situ measurement data used NATM in Chinese typical tunnel projects, in the light of system science, engineering geomechanics and rock mechanics, the theroy and methods for popularizing and appling rock stability analysis and predicting technology——the theory and practice of typical analogic analysis method(TAAM), is expounded.
出处
《工程地质学报》
CSCD
1993年第2期52-61,共10页
Journal of Engineering Geology
关键词
隧道工程
围岩稳定
典型工程
Tunnel projects
Rockbolts-shotcrece support
Surrounding rock stability
System science
Typical projects
