摘要
采用岩石力学中应用广泛的莫尔———库仑屈服条件,对水工压力隧洞灌浆式预应力衬砌进行了系统分析,给出了水工压力隧洞围岩分别处于弹性状态与弹塑性状态下的围岩、衬砌应力解析计算式.
The Mohr yield condition of rock mechanics is adopted for the analysis of elastoplastic stress of the grouting prestress lining in hydraulic work pressure tunnels.The analytic formula of the adjoining rock stress and the lining stress was put forword when the adjoining rock of hydraulic work pressure tunnels is in the elasticity behavior and elastic-plastic behavior.
出处
《江西水利科技》
2004年第2期74-79,共6页
Jiangxi Hydraulic Science & Technology
