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Stability analysis of soft foundation earth-rock dam in lake

机译:湖中软基地岩石坝的稳定性分析

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Based on the engineering and hydrological geological condition in Chengmen Lake, the prop-erties of earthrock compound and silt at the lake bottom are analyzed and geo-mechanical model of the soft foundation earth-rock dam is established. The stability of the dam under the impact of fluctuating lake waters and lakebed silt extrusion is simulated with FLAC3D. The stability and safety of the dam are assessed under the criteria of displacement mutation as well as deformation. The results reveal the deformation and displacement law of the dam under various actions of external conditions, which provide certain theoretical guide to treatment and maintenance of the dam.
机译:基于成牧湖的工程和水文地质条件,分析了湖底底部的岩石化合物和淤泥的支柱,建立了软基地地球岩坝的地球机械模型。用FLAC3D模拟了波动湖水和湖边淤泥挤出的影响下大坝的稳定性。在位移突变的标准和变形的标准下评估大坝的稳定性和安全性。结果揭示了外部条件各种行动下大坝的变形和排量法,为坝的治疗和维护提供了某种理论指南。

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