Mineral dust resuspension under vibration: Onset conditions and the role of humidity--颗粒学报PARTICUOLOGY

Balladore, F. J., Benito, J. G., Uñac, R. O., & Vidales, A. M. (2020). Mineral dust resuspension under vibration: Onset conditions and the role of humidity. Particuology, 50, 112-119. https://doi.org/10.1016/j.partic.2019.07.005

Mineral dust resuspension under vibration: Onset conditions and the role of humidity

F.J. Balladore ^a, J.G. Benito ^b, R.O. Uñac ^b, A.M. Vidales ^b *

a Departamento de Minería, Facultad de Ciencias Físico Matemáticas y Naturales, Universidad Nacional de San Luis, Chacabuco 917, D5700HHW, San Luis, Argentina
b INFAP, CONICET, Departamento de Física, Facultad de Ciencias Físico Matemáticas y Naturales, Universidad Nacional de San Luis, Ejército de los Andes 950, D5700HHW, San Luis, Argentina

10.1016/j.partic.2019.07.005

Volume 50, June 2020, Pages 112-119

Received 14 June 2019, Revised 18 July 2019, Accepted 30 July 2019, Available online 23 September 2019, Version of Record 7 April 2020.

E-mail: avidales@unsl.edu.ar

Highlights

• Experimental study of surface mobilization of a granular soil under vibration.

• Correlation between vibrational frequency and amplitude under mobilization.

• Evidence of a particle size effect on frequency‒amplitude pairs in surface movement.

• Demonstration that higher humidity does not necessarily prevent surface movement.

Abstract

The vibration of dusty surfaces inevitably causes re-entrainment of particles into the atmosphere. Given that movement of mineral dust particles deposited on a surface begins at a critical frequency (f_c) and amplitude, an experimental laboratory study was conducted to determine the onset conditions for resuspension of a vibrated granular soil. We determined the resuspension state diagram as a function of frequency and amplitude of a sinusoidal vibration, the granulometry of the dust and the thickness of the soil bed. The mitigation effect of humidity was also evaluated. Critical frequencies ranged between 2.5 and 23 Hz when amplitudes were less than 12 mm. These results were independent of bed thickness and perturbation type. For all particle sizes observed, f_c decreased monotonically with A, contrasting with behavior observed for individual particles. In dry samples, f_c for large size classes was markedly less when A was greater than 6 mm; while the f_c for fine fractions only decreased once amplitudes reached 10 mm. Experiments with wet granular soils demonstrated that wetting above an optimum humidity did not necessarily impede movement and caused agglomeration. This study provides guidelines for managing resuspension of granular soils subjected to vibrations.

Graphical abstract

Keywords

Resuspension; Vibration; Granular soil; Mineral dust; Critical frequency; Humidity

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