摘要
本文采用模糊综合评判方法对地下工程围岩稳定性进行了评判,并提出了提高评判精度的注意事项。
Method of fuzzy comprehensive judgment is used on the stability of adjoining rock for underground construction in this paper. Key points to enhance precision of judgment are also brought forward.
出处
《工程勘察》
CSCD
北大核心
1991年第2期18-22,共5页
Geotechnical Investigation & Surveying
