Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses

Backpressure has been extensively applied in experimental tests to improve the water saturation of samples, and its effect on the strength of saturated soils has been traditionally regarded as trivial in Soil Mechanics. However, a non-negligible influence of backpressure on the macro mechanical prop...

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Published in:Computers and Geotechnics
Main Authors: Jiang, Mingjing, Zhu, Fangyuan, Utili, Stefano
Format: Article in Journal/Newspaper
Language:unknown
Published: Elsevier BV 2015
Subjects:
Online Access:http://wrap.warwick.ac.uk/71233/
http://wrap.warwick.ac.uk/71233/1/WRAP_Investigation%20into%20the%20effect%20of%20backpressure.pdf
https://doi.org/10.1016/j.compgeo.2015.06.019
id ftuwarwick:oai:wrap.warwick.ac.uk:71233
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spelling ftuwarwick:oai:wrap.warwick.ac.uk:71233 2023-05-15T17:11:47+02:00 Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses Jiang, Mingjing Zhu, Fangyuan Utili, Stefano 2015-09 application/pdf http://wrap.warwick.ac.uk/71233/ http://wrap.warwick.ac.uk/71233/1/WRAP_Investigation%20into%20the%20effect%20of%20backpressure.pdf https://doi.org/10.1016/j.compgeo.2015.06.019 unknown Elsevier BV http://wrap.warwick.ac.uk/71233/1/WRAP_Investigation%20into%20the%20effect%20of%20backpressure.pdf Jiang, Mingjing, Zhu, Fangyuan and Utili, Stefano (2015) Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses. Computers and geotechnics, 69 . pp. 551-563. doi:10.1016/j.compgeo.2015.06.019 <http://dx.doi.org/10.1016/j.compgeo.2015.06.019 > TA Engineering (General). Civil engineering (General) Journal Article NonPeerReviewed 2015 ftuwarwick https://doi.org/10.1016/j.compgeo.2015.06.019 2022-03-16T20:59:58Z Backpressure has been extensively applied in experimental tests to improve the water saturation of samples, and its effect on the strength of saturated soils has been traditionally regarded as trivial in Soil Mechanics. However, a non-negligible influence of backpressure on the macro mechanical properties of methane-hydrate-bearing-sediments (MHBS) has been surprisingly observed in several recent experiments reported in the literature. This paper aims to shed light on this phenomenon. A theoretical analysis on the microscopic interaction between soil grains and inter-particle methane hydrate (MH) was carried out to highlight how backpressure affects the mechanical properties of the inter-particle MH which in turn affect the macroscopic mechanical behavior of MHBS. The influence of backpressure is accounted for in a new bond contact model implemented into the Distinct Element Method (DEM). Then, a series of DEM biaxial compression tests were run to investigate the link between mechanical properties of MHBS and backpressure. The DEM numerical results show that shear strength, small strain stiffness and shear dilation of MHBS increase with the level of backpressure. As the critical state is approached, the influence of backpressure ceases. Moreover, the elastic modulus and cohesion of MHBS increase linearly while the internal friction angle decreases at a decreasing rate as the backpressure increases. Simple analytical relationships were achieved so that the effect of backpressure on the mechanical properties of MHBS can be accounted in the design of laboratory tests to characterize the mechanical behavior of MHBS. Article in Journal/Newspaper Methane hydrate The University of Warwick: WRAP - Warwick Research Archive Portal Computers and Geotechnics 69 551 563
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
Utili, Stefano
Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
topic_facet TA Engineering (General). Civil engineering (General)
description Backpressure has been extensively applied in experimental tests to improve the water saturation of samples, and its effect on the strength of saturated soils has been traditionally regarded as trivial in Soil Mechanics. However, a non-negligible influence of backpressure on the macro mechanical properties of methane-hydrate-bearing-sediments (MHBS) has been surprisingly observed in several recent experiments reported in the literature. This paper aims to shed light on this phenomenon. A theoretical analysis on the microscopic interaction between soil grains and inter-particle methane hydrate (MH) was carried out to highlight how backpressure affects the mechanical properties of the inter-particle MH which in turn affect the macroscopic mechanical behavior of MHBS. The influence of backpressure is accounted for in a new bond contact model implemented into the Distinct Element Method (DEM). Then, a series of DEM biaxial compression tests were run to investigate the link between mechanical properties of MHBS and backpressure. The DEM numerical results show that shear strength, small strain stiffness and shear dilation of MHBS increase with the level of backpressure. As the critical state is approached, the influence of backpressure ceases. Moreover, the elastic modulus and cohesion of MHBS increase linearly while the internal friction angle decreases at a decreasing rate as the backpressure increases. Simple analytical relationships were achieved so that the effect of backpressure on the mechanical properties of MHBS can be accounted in the design of laboratory tests to characterize the mechanical behavior of MHBS.
format Article in Journal/Newspaper
author Jiang, Mingjing
Zhu, Fangyuan
Utili, Stefano
author_facet Jiang, Mingjing
Zhu, Fangyuan
Utili, Stefano
author_sort Jiang, Mingjing
title Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
title_short Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
title_full Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
title_fullStr Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
title_full_unstemmed Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
title_sort investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via dem analyses
publisher Elsevier BV
publishDate 2015
url http://wrap.warwick.ac.uk/71233/
http://wrap.warwick.ac.uk/71233/1/WRAP_Investigation%20into%20the%20effect%20of%20backpressure.pdf
https://doi.org/10.1016/j.compgeo.2015.06.019
genre Methane hydrate
genre_facet Methane hydrate
op_relation http://wrap.warwick.ac.uk/71233/1/WRAP_Investigation%20into%20the%20effect%20of%20backpressure.pdf
Jiang, Mingjing, Zhu, Fangyuan and Utili, Stefano (2015) Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses. Computers and geotechnics, 69 . pp. 551-563. doi:10.1016/j.compgeo.2015.06.019 <http://dx.doi.org/10.1016/j.compgeo.2015.06.019 >
op_doi https://doi.org/10.1016/j.compgeo.2015.06.019
container_title Computers and Geotechnics
container_volume 69
container_start_page 551
op_container_end_page 563
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