Modeling of permeability for granular soils considering the particle size distribution

IF 2.3 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY
Yao Tang, Haohao Wei, Yunmin Chen, Bo Huang, Shuai Zhang
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引用次数: 2

Abstract

A model was proposed to predict the permeability of granular soil with various gradations. The pore size distribution for different particle sizes was determined by considering different particle combinations and occurrence probabilities, which was then used in the fractal and capillary model for predicting soil permeability. The proposed model was verified by experiments and exhibited higher accuracy than other models. Upon verifying by over 60 tests, the mean absolute percent error using this proposed model was 18% for the permeability predictions of spherical granular soils. The pore size distribution predicted by the model was verified by computed tomography to capture the pore characteristics of different soil gradations. The proposed model only requires three parameters (soil particle size distribution, void ratio, and relative density) to predict soil permeability, and no empirical or calibrated parameters are needed. A parametric analysis showed that the gradation significantly affected soil permeability. Even when porosity and the characteristic particle size, d50, are the same, as the particle size distribution narrows and the gradation range decreases, the permeability coefficient can increase by 80%. The permeability increased with the void ratio and decreased as the relative density increased. The proposed model provides a practical approach for predicting the permeability of granular soils and considers the effect of the particle size distribution.

Graphic abstract

Abstract Image

考虑粒径分布的颗粒土渗透性模型
提出了一种预测不同级配颗粒土渗透性的模型。考虑不同颗粒组合和出现概率,确定不同粒径下的孔隙尺寸分布,并将其用于分形和毛细模型预测土壤渗透率。经实验验证,该模型具有较高的精度。经过60多次试验的验证,使用该模型预测球形颗粒土的渗透率的平均绝对百分比误差为18%。通过计算机断层扫描对模型预测的孔隙大小分布进行了验证,以捕捉不同土壤级配的孔隙特征。该模型只需要三个参数(土壤粒径分布、孔隙比和相对密度)来预测土壤渗透率,不需要经验参数或校准参数。参数分析表明,级配对土壤渗透性有显著影响。即使在孔隙度和特征粒径d50相同的情况下,随着粒径分布的缩小和级配范围的减小,渗透系数也可以增加80%。渗透率随孔隙比增大而增大,随相对密度增大而减小。该模型考虑了颗粒土粒径分布的影响,为预测颗粒土的渗透性提供了一种实用的方法。图形抽象
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来源期刊
Granular Matter
Granular Matter Materials Science-General Materials Science
CiteScore
4.60
自引率
8.30%
发文量
95
审稿时长
6 months
期刊介绍: Although many phenomena observed in granular materials are still not yet fully understood, important contributions have been made to further our understanding using modern tools from statistical mechanics, micro-mechanics, and computational science. These modern tools apply to disordered systems, phase transitions, instabilities or intermittent behavior and the performance of discrete particle simulations. >> Until now, however, many of these results were only to be found scattered throughout the literature. Physicists are often unaware of the theories and results published by engineers or other fields - and vice versa. The journal Granular Matter thus serves as an interdisciplinary platform of communication among researchers of various disciplines who are involved in the basic research on granular media. It helps to establish a common language and gather articles under one single roof that up to now have been spread over many journals in a variety of fields. Notwithstanding, highly applied or technical work is beyond the scope of this journal.
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