潘青, 张清照, 李艺灵. 2020.基于EDEM的碎屑流运动规律及冲击性能研究[J].工程地质学报, 28(5):1057-1065. doi:10.13544/j.cnki.jeg.2020-315. DOI: 10.13544/j.cnki.jeg.2020-315
    引用本文: 潘青, 张清照, 李艺灵. 2020.基于EDEM的碎屑流运动规律及冲击性能研究[J].工程地质学报, 28(5):1057-1065. doi:10.13544/j.cnki.jeg.2020-315. DOI: 10.13544/j.cnki.jeg.2020-315
    Pan Qing, Zhang Qingzhao, Li Yiling. 2020. Discrete element simulation study of debris flow movement law and impact performance[J]. Journal of Engineering Geology, 28(5): 1057-1065. doi: 10.13544/j.cnki.jeg.2020-315.
    Citation: Pan Qing, Zhang Qingzhao, Li Yiling. 2020. Discrete element simulation study of debris flow movement law and impact performance[J]. Journal of Engineering Geology, 28(5): 1057-1065. doi: 10.13544/j.cnki.jeg.2020-315.

    基于EDEM的碎屑流运动规律及冲击性能研究

    DISCRETE ELEMENT SIMULATION STUDY OF DEBRIS FLOW MOVEMENT LAW AND IMPACT PERFORMANCE

    • 摘要: 泥石流运动规律及其冲击性能对于泥石流灾害的影响范围及严重程度具有重要决定意义。出于泥石流这类多相介质的复杂性,本文采用离散元仿真软件EDEM 2018对碎屑流冲击流槽试验进行了数值模拟研究,考虑流槽坡度、底部拦挡结构角度以及颗粒级配的影响,在已有研究成果的基础上对固体颗粒运动过程及冲击性能展开了系统研究。本文将数值模拟结果与现存试验数据进行了对比分析,验证了数值模拟方法的可靠性,在此基础上得出了以下结论:(1)在拦挡结构角度与颗粒级配相同的情况下,流槽坡度越大,对应的碎屑流运动速度与冲击力的峰值也越大;(2)在流槽坡度与级配相同的情况下,拦挡结构越陡,与其相互作用的固体颗粒数量越多,碎屑流越快达到速度和冲击力峰值,且对应的速度与冲击力峰值也越大;(3)在运动过程中,各颗粒级配的碎屑流均出现反序现象,且细颗粒含量的提升可提高碎屑流运动速度,但同时冲击力降低,而粗颗粒含量的提升可增大碎屑流对拦挡结构的冲击力,对于运动速度的影响较小。

       

      Abstract: The movement law and impact performance of debris flows have decisive significance to the influence range and severity of debris flow disasters. This paper uses the discrete element simulation software EDEM 2018 and conducts a numerical simulation study on the debris flow flume test, taking into account the influence of the flume slope, barrier angle and particle size distribution. Based on the existing research results, the solid particle movement process and its impact performance have been systematically studied. The numerical simulation results are compared with the existing flume test data to verify the reliability of the numerical simulation method. On this basis, the following conclusions are drawn:(1)When the barrier angle and particle size distribution remain constant, the larger the flume slope, the greater the corresponding peak velocity and impact force; (2)For the model with the same flume slope and particle size distribution, the steeper the barrier, the more particles interact with it, and the faster the flow reaches the peak of velocity and impact force, and the corresponding peak of velocity and impact force is also greater.; (3)During the movement of debris flow, the debris flow of each particle gradation exhibit reverse order characteristics. And the fine particles are distributed in the lower part and the rear part of the sliding body, which improves the sliding speed of the sliding body and reduces the impact force. While the coarse particles have little effect on the moving speed and would increase the impact pressure on the barrier structure.

       

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