摘要
目前,我国防护工程的动力计算和设计理论都是建立在连续介质波动力学基础上的,这些方法和理论无法解释开发深部地下结构时出现的一些现象。作者从深部岩体的结构、变形、高应力状态及其结构与介质的相互作用出发,总结出深部岩块体系的五个特点,并探讨了其应用前景。
At present,the dynamic computation and design theory of protection engineering in China are based on the mechanics of continuous media. There are still some phenomena that could not be explained by using these methods and theory. Five characters of deep rock masses have been concluded from the structure, deformation, states under high pressure and the interaction between the sturucture and media of the deep rock masses. The prospect of the application of the conclusion was dissussed.
出处
《地下空间与工程学报》
CSCD
2006年第4期542-546,共5页
Chinese Journal of Underground Space and Engineering
基金
国家自然科学基金重大资助项目(50490275)
关键词
深部地下岩块
开发运用
块系结构
性能研究
deep underground rock
development and application
rock mass structure
performance study
