Technical Papers
Feb 19, 2021

Simulating Subgrade Soil Fluidization Using LBM-DEM Coupling

Publication: International Journal of Geomechanics
Volume 21, Issue 5

Abstract

The loss of effective stress due to increasing excess pore pressure that results in the upward migration of soil particles, that is, subgrade fluidization and mud pumping, has been a critical issue for railways over many years. Traditional methods such as experimental and analytical approaches can capture macroscopic quantities such as the hydraulic conductivity and critical hydraulic gradient, but they have many limitations when microscopic and localized behavior must be captured. This paper, therefore, presents a novel numerical approach where the microscopic properties of fluid and particles can be better captured when the soil is subjected to an increasing hydraulic gradient. While particle behavior is simulated using the discrete element method (DEM), the fluid dynamics can be described in greater detail using the lattice Boltzmann method (LBM). The mutual LBM-DEM interaction is carried out, so the particle and fluid variables are constantly updated. To validate this numerical method, laboratory testing on a selected subgrade soil is conducted. The results show that the numerical method can reasonably predict the coupled hydraulic and soil fluidization aspects, in relation to the experimental data. Microscopic properties such as the interstitial fluid flowing through the porous spaces of the soil are also captured well by the proposed fluid-particle coupling approach.

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Acknowledgments

This research was supported by the Australian government through the Australian Research Council's Linkage Projects funding scheme (project LP160101254) and the Industrial Transformation Training Centre for Advanced Technologies in Rail Track Infrastructure (ITTC), University of Wollongong. The financial and technical support from SMEC, Coffey and GeoHarbour-Australia, and ARTC (Australian Rail Track Corporation) is acknowledged.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 21Issue 5May 2021

History

Received: Oct 2, 2019
Accepted: Dec 2, 2020
Published online: Feb 19, 2021
Published in print: May 1, 2021
Discussion open until: Jul 19, 2021

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Buddhima Indraratna, F.ASCE [email protected]
Distinguished Professor of Civil Engineering, Director, Transport Research Centre, Univ. of Technology Sydney, Ultimo, NSW 2507, Australia; Director, ARC Industrial Transformation Training Centre for Advanced Technologies in Rail Track Infrastructure, ITTC-Rail, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author). Email: [email protected]
Nghi Minh Phan
Postgraduate Research Student, Centre for Geomechanics and Railway Engineering, and ITTC-Rail, Univ. of Wollongong, Wollongong, NSW 2522, Australia.
Thanh Trung Nguyen
Research Fellow, Transport Research Centre, Univ. of Technology Sydney (UTS), Ultimo, NSW 2007, Australia.
Professor of Civil Engineering, Univ. of Newcastle, Univ. Drive, Callaghan, NSW 2308, Australia. ORCID: https://orcid.org/0000-0002-5159-1635.

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