乌江沙沱水电站边坡稳定性分析
Slope’s Stability Analysis of Shatuo Hydropower Station on Wu River
根据沙沱水电站抗震计算委外技术要求,本工程计算了挡水坝段、厂房取水坝段、溢流坝段、升船机坝段及枢纽区边坡的应力,位移及稳定性。本文基于静动力有限元分析,给出引航道一典型边坡稳定性分析结果。首先,采用强度折减法进行静力计算,寻找坡面塑性区,将其作为边坡滑裂面;之后结合粘-弹性边界条件进行动力有限元计算,得出在三条地震波作用下的动力安全系数;结果显示,沙沱边坡满足整体稳定性要求。
ccording to outsourcing technical requirements of anti-seismic calculation on Shatuo hydropower station, in the project, stress, displacement and stability are calculated on retaining section, plant water section, shiplift section and hub area slope. Based on static and dynamic FEM analysis, the result of the stability analysis was got, which was one of the typical slope of approach channel. Firstly, strength reduction method was used to make static calculation to find out the plastic zone. So the slide plane was got correspondingly. Then dynamic FEM analysis was made with viscous-spring boundary conditions. Dynamic safety coefficients can be got under three seismic waves. The results turned out that Shatuo slope was safe and the global stability was guaranteed.
王勇飞、丛莹、张一鸣
水工结构水利枢纽、水工建筑物水能利用、水电站工程
边坡稳定性强度折减法动力有限元
slopestabilitystrength reduction methoddynamicFEM
王勇飞,丛莹,张一鸣.乌江沙沱水电站边坡稳定性分析[EB/OL].(2009-04-14)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200904-476.点此复制
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