Finnally, according to the above conclusion , the author analyzed comprehensively the stability of the bank slope rock and concluded that the bridge bank slope would be stable under the devised load.
最后，综合相似模型实验和有限元数值模拟方法得出的结论，对大桥岸坡岩体稳定性进行整体评价，得到了桥岸边坡在设计荷载作用下处于稳定状态的结论。
参考来源 - 西藏左贡县怒江大桥桥台稳定性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
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