摘要
本文采用二级模糊综合评判方法对地下工程围岩稳定性进行了评判，并论述了其优越性。
The stability of adjoining rock of underground construction is judged in this article by the method of magnitude Ⅱ fuzzy. comprehensive judgment and its advantages are also stated.
出处
《工程勘察》
CSCD
北大核心
1993年第5期12-14,共3页
Geotechnical Investigation & Surveying
