摘要
本文介绍在复杂地层中修建大型地下洞室群时,掘进面围岩应力及位移状态的试验研究成果。就所揭露的围岩稳定问题,提出看法和建议,成果可应用于实际工程及类比分析。
This paper presents the results of the model test about the stress and displacement in surrounding rocks of underground large caverns in complex geological conditions. Some comments and proposals relevant to the stability of surrounding rock are put forward, they con be applied to the project under consideration and are useful in similar projects.
出处
《水利学报》
EI
CSCD
北大核心
1991年第3期20-27,共8页
Journal of Hydraulic Engineering
