摘要
本文在分析现场测振和模型试验结果的基础上，归纳出铁路边坡岩体受列车振动激发的若干振动特性。文中进一步根据岩体力学和振动力学的理论，提出并论证了“裂隙岩体结构振动效应”新概念，用以解释复杂的振动机理。
Based on the field vibration measurement and vibration model test,the specific property of sloperockmass vibration induced by train has been concluded in this paper.According to rock mechanics andvibration mechanics,this paper gives a nwe conceptthe effect of structure vibration of crack rockmasswhick is useful for the explanation of complex vibration mechanism.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
1994年第1期69-78,共10页
Chinese Journal of Rock Mechanics and Engineering
关键词
铁路
边坡
裂隙岩体
振动特性
机理
railway slopes,Crack rockmass,Specific vibration property,vibration mechanism.
