Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales
Summary: Unlike the conceptual models, the natural hydrate spatial distribution in sediments is multitype and presents different coalescence degrees. In this study, we present pore-scale triaxial test results for hydrate-bearing sediments with different hydrate spatial distributions for the first ti...
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doaj-6c34430354304fb18e38e637d669c82e2021-05-28T05:03:46ZengElsevieriScience2589-00422021-05-01245102448Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscalesYanghui Li0Peng Wu1Xiang Sun2Weiguo Liu3Yongchen Song4Key Laboratory of Ocean Energy Utilization and Energy Conservation of Ministry of Education, Dalian University of Technology, Dalian, 116024, P. R. ChinaKey Laboratory of Ocean Energy Utilization and Energy Conservation of Ministry of Education, Dalian University of Technology, Dalian, 116024, P. R. China; Corresponding authorKey Laboratory of Ocean Energy Utilization and Energy Conservation of Ministry of Education, Dalian University of Technology, Dalian, 116024, P. R. ChinaKey Laboratory of Ocean Energy Utilization and Energy Conservation of Ministry of Education, Dalian University of Technology, Dalian, 116024, P. R. ChinaKey Laboratory of Ocean Energy Utilization and Energy Conservation of Ministry of Education, Dalian University of Technology, Dalian, 116024, P. R. ChinaSummary: Unlike the conceptual models, the natural hydrate spatial distribution in sediments is multitype and presents different coalescence degrees. In this study, we present pore-scale triaxial test results for hydrate-bearing sediments with different hydrate spatial distributions for the first time. It shows that the specimen with a more dispersed hydrate distribution yields later and exhibits larger peak strength. Correspondingly, the localized deformation develops more slowly, and the shear band is steeper and thinner. The cementation failure in the specimen with a more dispersed hydrate distribution develops more slowly. However, the changing rate of the pore space characteristic does not seem to be affected by the hydrate spatial distribution. Moreover, the specimen with a more dispersed hydrate distribution has a larger hydrate-sand interfacial area, and further axial loading would increase it rapidly firstly, and then the increasing rate would be slowed down since the cementation structure failure.http://www.sciencedirect.com/science/article/pii/S2589004221004168Sediment GeochemistryMechanical PropertyMicrostructurePorous Material |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Yanghui Li Peng Wu Xiang Sun Weiguo Liu Yongchen Song |
spellingShingle |
Yanghui Li Peng Wu Xiang Sun Weiguo Liu Yongchen Song Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales iScience Sediment Geochemistry Mechanical Property Microstructure Porous Material |
author_facet |
Yanghui Li Peng Wu Xiang Sun Weiguo Liu Yongchen Song |
author_sort |
Yanghui Li |
title |
Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales |
title_short |
Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales |
title_full |
Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales |
title_fullStr |
Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales |
title_full_unstemmed |
Mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales |
title_sort |
mechanical behaviors of hydrate-bearing sediment with different cementation spatial distributions at microscales |
publisher |
Elsevier |
series |
iScience |
issn |
2589-0042 |
publishDate |
2021-05-01 |
description |
Summary: Unlike the conceptual models, the natural hydrate spatial distribution in sediments is multitype and presents different coalescence degrees. In this study, we present pore-scale triaxial test results for hydrate-bearing sediments with different hydrate spatial distributions for the first time. It shows that the specimen with a more dispersed hydrate distribution yields later and exhibits larger peak strength. Correspondingly, the localized deformation develops more slowly, and the shear band is steeper and thinner. The cementation failure in the specimen with a more dispersed hydrate distribution develops more slowly. However, the changing rate of the pore space characteristic does not seem to be affected by the hydrate spatial distribution. Moreover, the specimen with a more dispersed hydrate distribution has a larger hydrate-sand interfacial area, and further axial loading would increase it rapidly firstly, and then the increasing rate would be slowed down since the cementation structure failure. |
topic |
Sediment Geochemistry Mechanical Property Microstructure Porous Material |
url |
http://www.sciencedirect.com/science/article/pii/S2589004221004168 |
work_keys_str_mv |
AT yanghuili mechanicalbehaviorsofhydratebearingsedimentwithdifferentcementationspatialdistributionsatmicroscales AT pengwu mechanicalbehaviorsofhydratebearingsedimentwithdifferentcementationspatialdistributionsatmicroscales AT xiangsun mechanicalbehaviorsofhydratebearingsedimentwithdifferentcementationspatialdistributionsatmicroscales AT weiguoliu mechanicalbehaviorsofhydratebearingsedimentwithdifferentcementationspatialdistributionsatmicroscales AT yongchensong mechanicalbehaviorsofhydratebearingsedimentwithdifferentcementationspatialdistributionsatmicroscales |
_version_ |
1721424550713884672 |