摘要
本文主要通过对岩石洞室地基的破坏失稳模式,以及洞室的破坏模式的分析,简单地提出了洞室地基稳定性判据和洞室地基失稳的影响因素。
The paper mainly analyzes the breakage of the rock hole room foundation unsteady modes, and the breakage mode in the hole room foundation hole room breaks the mode, putting forward the hole room foundation stability to judge in brief according to, and put forward the hole room foundation to lose the steady influence factor.
出处
《辽宁省交通高等专科学校学报》
2006年第2期34-36,共3页
Journal of Liaoning Provincial College of Communications
关键词
洞室
地基
失稳
破坏模式
Hole room Foundation Loee steady Break the mode