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本文结合二滩工程,对国内外常用的各种刚体极限平衡法进行了完善和改进,提出以多参数浮值、多方法综合评价的思路来评价高拱坝坝肩稳定性。
Based on the Ertan project, this paper improves and improves various rigid limit equilibrium methods commonly used both at home and abroad, and puts forward the idea of multi-parameter floating and multi-method comprehensive evaluation to evaluate the stability of high arch dam abutments.