Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures

The discrete element method (DEM) has been used to simulate triaxial tests on a bonded material at high pressures. A key feature of the model is the use of a flexible membrane that allows the correct volumetric deformation and the true failure mode to develop while applying constant confining press...

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Main Authors: de Bono, John P., McDowell, Glenn R., Wanatowski, Dariusz
Format: Article
Published: ICE Publishing 2012
Subjects:
Online Access:https://eprints.nottingham.ac.uk/3286/
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author de Bono, John P.
McDowell, Glenn R.
Wanatowski, Dariusz
author_facet de Bono, John P.
McDowell, Glenn R.
Wanatowski, Dariusz
author_sort de Bono, John P.
building Nottingham Research Data Repository
collection Online Access
description The discrete element method (DEM) has been used to simulate triaxial tests on a bonded material at high pressures. A key feature of the model is the use of a flexible membrane that allows the correct volumetric deformation and the true failure mode to develop while applying constant confining pressure to the triaxial sample. The correct pattern of behaviour has been observed across a wide range of confining pressures, with both shear planes and barrelling failure being observed. The radial pressure applied by the membrane remains constant after large strains and deformation.
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publishDate 2012
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spelling nottingham-32862020-05-04T20:21:16Z https://eprints.nottingham.ac.uk/3286/ Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures de Bono, John P. McDowell, Glenn R. Wanatowski, Dariusz The discrete element method (DEM) has been used to simulate triaxial tests on a bonded material at high pressures. A key feature of the model is the use of a flexible membrane that allows the correct volumetric deformation and the true failure mode to develop while applying constant confining pressure to the triaxial sample. The correct pattern of behaviour has been observed across a wide range of confining pressures, with both shear planes and barrelling failure being observed. The radial pressure applied by the membrane remains constant after large strains and deformation. ICE Publishing 2012-11 Article PeerReviewed de Bono, John P., McDowell, Glenn R. and Wanatowski, Dariusz (2012) Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures. Géotechnique Letters, 2 (4). pp. 199-203. ISSN 2045-2543 laboratory tests; failure; strain localisation; deformation; discrete-element modelling; numerical modelling http://www.icevirtuallibrary.com/content/article/10.1680/geolett.12.00040 doi:10.1680/geolett.12.00040 doi:10.1680/geolett.12.00040
spellingShingle laboratory tests; failure; strain localisation; deformation; discrete-element modelling; numerical modelling
de Bono, John P.
McDowell, Glenn R.
Wanatowski, Dariusz
Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
title Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
title_full Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
title_fullStr Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
title_full_unstemmed Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
title_short Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
title_sort discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
topic laboratory tests; failure; strain localisation; deformation; discrete-element modelling; numerical modelling
url https://eprints.nottingham.ac.uk/3286/
https://eprints.nottingham.ac.uk/3286/
https://eprints.nottingham.ac.uk/3286/