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The Impact of Freezing-thawing Process on Slope Stability of Earth Structure in Cold Climate

机译:冷冻冻融工艺对寒冷气候结构边坡稳定性的影响

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The paper deals with assessment of impact of freezing-thawing process on slope stability. Numerical simulation with using coupled thermal-hydraulic-mechanical analysis (software "Geostudio 2012", Canada) was implemented to make accurate time-dependent forecast of safety factor and defined probable slope failure mechanism of earth structures in cold climate. Results of modelling showed safety factor value was decreased from 2.15 to 1.13 when earth structure's slope is thawing. Significant increase of hydraulic gradient (from 0.1 to 14) was observed in the toe of dam.
机译:本文涉及对冻融工艺对坡稳定性的影响的评估。 利用耦合热液压机械分析(软件“GeoStudio 2012”,加拿大)的数值模拟被实施,以便在寒冷气候中进行准确的时间依赖性预测地球结构的地球结构的可能性斜坡故障机制。 当地球结构的坡度解冻时,建模的结果显示为安全因子值从2.15降至1.13。 在大坝的脚趾中观察到液压梯度(0.1至14)的显着增加。

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