姚玉相, 李盛, 何川, 王起才, 马莉, 古铮, 赵亮亮. 2019: 砂堆底部压力特性室内实验和PFC2D数值模拟分析. 工程地质学报, 27(6): 1281-1289. DOI: 10.13544/j.cnki.jeg.2018-294
    引用本文: 姚玉相, 李盛, 何川, 王起才, 马莉, 古铮, 赵亮亮. 2019: 砂堆底部压力特性室内实验和PFC2D数值模拟分析. 工程地质学报, 27(6): 1281-1289. DOI: 10.13544/j.cnki.jeg.2018-294
    YAO Yuxiang, LI Sheng, HE Chuan, WANG Qicai, MA Li, GU Zheng, ZHAO Liangliang. 2019: ANALYSIS ON PRESSURE CHARACTERISTICS AT BOTTOM OF SAND HEAP WITH LABORATORY EXPERIMENT AND PFC2D NUMERICAL SIMULATION. JOURNAL OF ENGINEERING GEOLOGY, 27(6): 1281-1289. DOI: 10.13544/j.cnki.jeg.2018-294
    Citation: YAO Yuxiang, LI Sheng, HE Chuan, WANG Qicai, MA Li, GU Zheng, ZHAO Liangliang. 2019: ANALYSIS ON PRESSURE CHARACTERISTICS AT BOTTOM OF SAND HEAP WITH LABORATORY EXPERIMENT AND PFC2D NUMERICAL SIMULATION. JOURNAL OF ENGINEERING GEOLOGY, 27(6): 1281-1289. DOI: 10.13544/j.cnki.jeg.2018-294

    砂堆底部压力特性室内实验和PFC2D数值模拟分析

    ANALYSIS ON PRESSURE CHARACTERISTICS AT BOTTOM OF SAND HEAP WITH LABORATORY EXPERIMENT AND PFC2D NUMERICAL SIMULATION

    • 摘要: 采用室内砂雨试验和颗粒流软件PFC2D,研究了颗粒粒径和摩擦系数对砂粒堆积结构压力特性的影响。室内试验是通过自制砂雨装置,选取不同级配的干砂、湿砂、湿砂+黄土,研究颗粒粒径和颗粒间摩擦系数对砂堆底部压力的影响;数值模拟利用PFC软件内置命令(ball generate)生成3种不同粒径的颗粒,通过ball property命令给颗粒间赋予6种不同的摩擦系数,从力链角度分析其对砂堆结构内部的影响。结果表明:颗粒粒径和颗粒间摩擦系数对砂堆结构底部压力具有显著的影响;相同摩擦系数条件下,颗粒粒径越大,堆积结构内部力链分布越稀疏,其底部压力越小;相同粒径条件下,砂堆底部压力随摩擦系数的增大呈先减小后趋于稳定的趋势,即摩擦系数对砂堆底部压力的影响存在上限值。

       

      Abstract: Based on laboratory sand falling device and particle flow software PFC2D, we study the effects of particle size and friction coefficient on the pressure characteristics of sand accumulation structure. In the laboratory test, we select dry sand, wet sand, wet sand+loess to analyze the effects of particle size and inter-particle friction coefficient on the bottom pressure of the sand heap. We use the built-in command of PFC software(ball generate) to generate particles with three different particle sizes and used its ball property command to assign six different friction coefficients to the particles. In addition, we analyze its influence on the internal structure of sand heap from the perspective of force chain. The results show that particle size and inter-particle friction coefficient have significant influence on the bottom pressure of this structure. Under the condition of the same friction coefficient, the larger the particle size, the more sparse the distribution of the contact force chain, and the smaller the bottom pressure. Under the condition of the same particle size, the bottom pressure of sand heap decreases first and then tends to be stable with the increase of friction coefficient. That is, the influence of friction coefficient on the bottom pressure of sand heap has an upper limit.

       

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