A bond contact model for methane hydrate-bearing sediments with interparticle cementation

While methane hydrates (MHs) can be present in various forms in deep seabeds or permafrost regions, this paper deals with MH-bearing sediments (MHBS) where the MH has formed bonds between sand grains. A bond model based on experimentally validated contact laws for cemented granules is introduced to...

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Published in:International Journal for Numerical and Analytical Methods in Geomechanics
Main Authors: Jiang, Mingjing, Zhu, Fangyuan, Liu, Fang, Utili, Stefano
Format: Article in Journal/Newspaper
Language:unknown
Published: Wiley-Blackwell Publishing Ltd. 2014
Subjects:
Online Access:http://wrap.warwick.ac.uk/71271/
http://wrap.warwick.ac.uk/71271/1/WRAP_A%20bond%20contact%20model%20for%20methane.pdf
https://doi.org/10.1002/nag.2283
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spelling ftuwarwick:oai:wrap.warwick.ac.uk:71271 2023-05-15T17:12:05+02:00 A bond contact model for methane hydrate-bearing sediments with interparticle cementation Jiang, Mingjing Zhu, Fangyuan Liu, Fang Utili, Stefano 2014-12-10 application/pdf http://wrap.warwick.ac.uk/71271/ http://wrap.warwick.ac.uk/71271/1/WRAP_A%20bond%20contact%20model%20for%20methane.pdf https://doi.org/10.1002/nag.2283 unknown Wiley-Blackwell Publishing Ltd. http://wrap.warwick.ac.uk/71271/1/WRAP_A%20bond%20contact%20model%20for%20methane.pdf Jiang, Mingjing, Zhu, Fangyuan, Liu, Fang and Utili, Stefano (2014) A bond contact model for methane hydrate-bearing sediments with interparticle cementation. International Journal for Numerical and Analytical Methods in Geomechanics, 38 (17). pp. 1823-1854. doi:10.1002/nag.2283 <http://dx.doi.org/10.1002/nag.2283 > TA Engineering (General). Civil engineering (General) Journal Article NonPeerReviewed 2014 ftuwarwick https://doi.org/10.1002/nag.2283 2022-03-16T21:00:04Z While methane hydrates (MHs) can be present in various forms in deep seabeds or permafrost regions, this paper deals with MH-bearing sediments (MHBS) where the MH has formed bonds between sand grains. A bond model based on experimentally validated contact laws for cemented granules is introduced to describe the mechanical behavior of the MH bonds. The model parameters were derived from measured values of temperature, water pressure and MH density. Bond width and thickness adopted for each bond of the MHBS were selected based on the degree of MH saturation. The model was implemented into a 2D distinct element method code. A series of numerical biaxial standard compression tests were carried out for various degrees of MH saturation. A comparison with available experimental data shows that the model can effectively capture the essential features of the mechanical behavior of MHBS for a wide range of levels of hydrate saturation under drained and undrained conditions. In addition, the analyses presented here shed light on the following: (1) the relationship between level of cementation and debonding mechanisms taking place at the microscopic level and the observed macro-mechanical behavior of MHBS and (2) the relationship between spatial distribution of bond breakages and contact force chains with the observed strength, dilatancy and deformability of the samples. Copyright © 2014 John Wiley & Sons, Ltd. Article in Journal/Newspaper Methane hydrate permafrost The University of Warwick: WRAP - Warwick Research Archive Portal International Journal for Numerical and Analytical Methods in Geomechanics 38 17 1823 1854
institution Open Polar
collection The University of Warwick: WRAP - Warwick Research Archive Portal
op_collection_id ftuwarwick
language unknown
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Jiang, Mingjing
Zhu, Fangyuan
Liu, Fang
Utili, Stefano
A bond contact model for methane hydrate-bearing sediments with interparticle cementation
topic_facet TA Engineering (General). Civil engineering (General)
description While methane hydrates (MHs) can be present in various forms in deep seabeds or permafrost regions, this paper deals with MH-bearing sediments (MHBS) where the MH has formed bonds between sand grains. A bond model based on experimentally validated contact laws for cemented granules is introduced to describe the mechanical behavior of the MH bonds. The model parameters were derived from measured values of temperature, water pressure and MH density. Bond width and thickness adopted for each bond of the MHBS were selected based on the degree of MH saturation. The model was implemented into a 2D distinct element method code. A series of numerical biaxial standard compression tests were carried out for various degrees of MH saturation. A comparison with available experimental data shows that the model can effectively capture the essential features of the mechanical behavior of MHBS for a wide range of levels of hydrate saturation under drained and undrained conditions. In addition, the analyses presented here shed light on the following: (1) the relationship between level of cementation and debonding mechanisms taking place at the microscopic level and the observed macro-mechanical behavior of MHBS and (2) the relationship between spatial distribution of bond breakages and contact force chains with the observed strength, dilatancy and deformability of the samples. Copyright © 2014 John Wiley & Sons, Ltd.
format Article in Journal/Newspaper
author Jiang, Mingjing
Zhu, Fangyuan
Liu, Fang
Utili, Stefano
author_facet Jiang, Mingjing
Zhu, Fangyuan
Liu, Fang
Utili, Stefano
author_sort Jiang, Mingjing
title A bond contact model for methane hydrate-bearing sediments with interparticle cementation
title_short A bond contact model for methane hydrate-bearing sediments with interparticle cementation
title_full A bond contact model for methane hydrate-bearing sediments with interparticle cementation
title_fullStr A bond contact model for methane hydrate-bearing sediments with interparticle cementation
title_full_unstemmed A bond contact model for methane hydrate-bearing sediments with interparticle cementation
title_sort bond contact model for methane hydrate-bearing sediments with interparticle cementation
publisher Wiley-Blackwell Publishing Ltd.
publishDate 2014
url http://wrap.warwick.ac.uk/71271/
http://wrap.warwick.ac.uk/71271/1/WRAP_A%20bond%20contact%20model%20for%20methane.pdf
https://doi.org/10.1002/nag.2283
genre Methane hydrate
permafrost
genre_facet Methane hydrate
permafrost
op_relation http://wrap.warwick.ac.uk/71271/1/WRAP_A%20bond%20contact%20model%20for%20methane.pdf
Jiang, Mingjing, Zhu, Fangyuan, Liu, Fang and Utili, Stefano (2014) A bond contact model for methane hydrate-bearing sediments with interparticle cementation. International Journal for Numerical and Analytical Methods in Geomechanics, 38 (17). pp. 1823-1854. doi:10.1002/nag.2283 <http://dx.doi.org/10.1002/nag.2283 >
op_doi https://doi.org/10.1002/nag.2283
container_title International Journal for Numerical and Analytical Methods in Geomechanics
container_volume 38
container_issue 17
container_start_page 1823
op_container_end_page 1854
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