A parametric study on the leakage-soil interaction due to a leaking pipe using the coupled DEM-LBM technique

X. Cui; J. Li; A. H C Chan; D. N. Chapman

doi:10.1063/1.4812111

A parametric study on the leakage-soil interaction due to a leaking pipe using the coupled DEM-LBM technique

X. Cui, J. Li, A. H C Chan, D. N. Chapman

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

The coupled DEM-LBM technique is employed to simulate the leakage-soil interaction due to a leaking pipe. By adopting various particle surface energy values, the mechanical effect of soil cohesion is explored. It is found out that the orifice pressure drops with time after fluidisation occurs. And a stronger adhesion force leads to a slower decrease. In addition, the cavity size at a given time linearly decreases with the increase in the adhesion force between particles.

Original language	English
Title of host publication	AIP Conference Proceedings
Pages	1035-1038
Number of pages	4
Volume	1542
DOIs	https://doi.org/10.1063/1.4812111
Publication status	Published - 2013
Event	7th International Conference on Micromechanics of Granular Media: Powders and Grains 2013 - Sydney, NSW, Australia Duration: 8 Jul 2013 → 12 Jul 2013

Conference

Conference	7th International Conference on Micromechanics of Granular Media: Powders and Grains 2013
Country/Territory	Australia
City	Sydney, NSW
Period	8/07/13 → 12/07/13

Keywords

Discrete Element Method (DEM)
Lattice Boltzmann Method (LBM)
leakage-soil interaction
particle surface energy
soil cohesion

ASJC Scopus subject areas

General Physics and Astronomy

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10.1063/1.4812111

Cite this

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title = "A parametric study on the leakage-soil interaction due to a leaking pipe using the coupled DEM-LBM technique",

abstract = "The coupled DEM-LBM technique is employed to simulate the leakage-soil interaction due to a leaking pipe. By adopting various particle surface energy values, the mechanical effect of soil cohesion is explored. It is found out that the orifice pressure drops with time after fluidisation occurs. And a stronger adhesion force leads to a slower decrease. In addition, the cavity size at a given time linearly decreases with the increase in the adhesion force between particles.",

keywords = "Discrete Element Method (DEM), Lattice Boltzmann Method (LBM), leakage-soil interaction, particle surface energy, soil cohesion",

author = "X. Cui and J. Li and Chan, {A. H C} and Chapman, {D. N.}",

year = "2013",

doi = "10.1063/1.4812111",

language = "English",

isbn = "9780735411661",

volume = "1542",

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AU - Cui, X.

AU - Li, J.

AU - Chan, A. H C

AU - Chapman, D. N.

PY - 2013

Y1 - 2013

N2 - The coupled DEM-LBM technique is employed to simulate the leakage-soil interaction due to a leaking pipe. By adopting various particle surface energy values, the mechanical effect of soil cohesion is explored. It is found out that the orifice pressure drops with time after fluidisation occurs. And a stronger adhesion force leads to a slower decrease. In addition, the cavity size at a given time linearly decreases with the increase in the adhesion force between particles.

AB - The coupled DEM-LBM technique is employed to simulate the leakage-soil interaction due to a leaking pipe. By adopting various particle surface energy values, the mechanical effect of soil cohesion is explored. It is found out that the orifice pressure drops with time after fluidisation occurs. And a stronger adhesion force leads to a slower decrease. In addition, the cavity size at a given time linearly decreases with the increase in the adhesion force between particles.

KW - Discrete Element Method (DEM)

KW - Lattice Boltzmann Method (LBM)

KW - leakage-soil interaction

KW - particle surface energy

KW - soil cohesion

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U2 - 10.1063/1.4812111

DO - 10.1063/1.4812111

M3 - Conference contribution

AN - SCOPUS:84880750669

SN - 9780735411661

VL - 1542

SP - 1035

EP - 1038

BT - AIP Conference Proceedings

T2 - 7th International Conference on Micromechanics of Granular Media: Powders and Grains 2013

Y2 - 8 July 2013 through 12 July 2013

ER -

A parametric study on the leakage-soil interaction due to a leaking pipe using the coupled DEM-LBM technique

Abstract

Conference

Keywords

ASJC Scopus subject areas

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