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Size effects on the void ratio of loosely packed binary particle mixtures

机译:尺寸对松散堆积的二元颗粒混合物的空隙率的影响

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Studies of binary particle mixtures provide useful insight into the effects of fine particles on the void ratio of natural multi-sized geomaterials. The relative amount of fine particles in a mixture significantly changes the void structure and influences the behavior of such materials. This paper presents complimentary experimental evaluations and numerical simulations that show how void ratios change non-linearly as additional fine particles are included in binary mixtures. Experimental results for a range of particle size ratios are presented. The paper also demonstrates that there are particular percentages of fine particles by weight at which the lowest values of void ratio are achieved. Loosely packed binary mixtures are simulated by a gravitational sphere packing method to further examine the effect of different weight percentages of fine particles on the void structure. The numerical studies are based on Monte-Carlo simulations wherein spherical particles are randomly packed. The complex pore structure obtained by random packing prevents any pre-defined or repetitive packing arrangements, which can lead to the computation of non-representative void ratio values. Results obtained from the numerical simulations are compared with experimental results and confirm the viability of the gravitational sphere packing method to efficiently reproduce realistic packed soil particle systems.
机译:对二元颗粒混合物的研究为深入研究细颗粒对天然多尺寸土工材料孔隙率的影响提供了有用的见识。混合物中细颗粒的相对含量会显着改变空隙结构并影响此类材料的性能。本文提供了免费的实验评估和数值模拟,它们显示了当二元混合物中包含额外的细颗粒时,空隙率如何非线性变化。给出了一系列粒径比的实验结果。该论文还表明,存在特定百分比的细颗粒重量,在这些百分比下,空隙率达到了最低值。通过重力球堆积法模拟松散堆积的二元混合物,以进一步检查不同重量百分比的细颗粒对空隙结构的影响。数值研究基于蒙特卡洛模拟,其中球形颗粒被随机堆积。通过无规堆积获得的复杂孔结构会阻止任何预定的或重复的堆积安排,这可能导致计算非代表性的空隙率值。从数值模拟获得的结果与实验结果进行了比较,并证实了重力球堆积方法有效再现真实的堆积土壤颗粒系统的可行性。

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