摘要
将损伤力学理论应用于岩石力学，建立节理岩体的损伤力学模型，并采用粘弹－粘塑性理论和有限元法，编制了平面有限元计算通用程序对三峡船闸高边坡稳定性进行了模拟边坡开挖过程的损伤流变分析。
The damage mechanics theory is applied to rock mechanics. A damage mechanics model is established for jointed rock mass .Viscoelasticity viscoplasticity theory and FEM are adopted to analyse the stability of the excavated high slope of the Three Gorges ship lock with damage rheology madel.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1997年第5期431-436,共6页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金
