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采用弹塑性力学有限元法,对使用混凝土抗滑硐塞加固重力坝坝基缓倾角软弱夹层,提高抗滑稳定性的最优布置区域进行了计算分析,得出了一些有益的结论,可供工程设计时参考。
The elastic-plastic mechanics finite element method is used to calculate and analyze the optimal arrangement area of anti-skidding concrete retaining wall with soft dip of dam foundation, and to improve the anti-skid stability. Some useful conclusions are obtained for engineering Design reference.