Effects of particle morphology on the minimum and maximum void ratios of granular materials

被引:34
作者
Maroof, M. Ali [1 ]
Mahboubi, Ahmad [1 ]
Vincens, Eric [2 ]
Noorzad, Ali [1 ]
机构
[1] Shahid Beheshti Univ, Fac Civil Water & Environm Engn, Tehran 1658953571, Iran
[2] Ecole Cent Lyon, LTDS G8, 36 Guy Collongue, F-69134 Ecully, France
关键词
Maximum void ratio; Minimum void ratio; Particle morphology; Roundness; Sphericity; PACKING DENSITY; SHAPE; STRENGTH; ROUNDNESS; POROSITY; SIZE; ANGULARITY; SANDS; FINES; SOILS;
D O I
10.1007/s10035-021-01189-0
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The minimum and maximum void ratios (e(min) and e(max,) respectively) of soils are intrinsic soil properties related to their particle size distribution (PSD) and particle shape. Different attempts have been made to predict these reference void ratios for cohesionless soils through the involved particle morphology. However, these predictive models do not handle flaky and elongated particles. Besides, these kinds of models just consider the particle shape throughout a two-dimensional analysis. In this current study, experimental work has been carried out on particles with five different geological and morphological properties and nine different gradations. The particle shape effect involves glass beads, rounded, angular, flaky, and elongated particles to expand both the range of particle sphericity and roundness. A wide range of particle sizes, including uniformly distributed, widely distributed, and upward concave graded soils were chosen. Particle sphericity and roundness were measured by micro CT images and image processing. Furthermore, a comprehensive database was gathered based on past experimental results from the literature. This database was used to derive the predictive equations for determining e(min,)e(max), and the void ratio range (e(max)-e(min)), considering sphericity, roundness, and uniformity coefficient. The developed new formulas show good agreement with the current and past experimental results.
引用
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页数:24
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