摘要
应用三维有限元方法对清江高坝洲水电站溢流坝段的应力和位移进行了计算 ,着重分析了剪切带对应力和位移的影响 ,同时对溢流坝沿建基面及基岩内剪切带的抗滑稳定进行了分析 。
Stresses and displacements of the overfall dam section of Gaobazhou Hydropower Station at the Qingjiang River have been calculated by using three_dimensional finite element method. The effects of the shearing strip on stresses and displacements are analyzed emphatically. Mcanwhile, for the foundation surface and the shearing strip in the bedrock, the stabilities against sliding are analyzed too. Finally, some preliminary conclusions are drawn.
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2001年第5期21-24,50,共5页
Engineering Journal of Wuhan University
