摘要
提出了用有限元与边界元耦合方法分析大断面地下工程的稳定性 。
The author of this paper introduce a kind of theoretic analyzing method of stability for wide section underground cave and prove its rationality through modle caculating.
出处
《有色矿冶》
2001年第1期7-9,共3页
Non-Ferrous Mining and Metallurgy
