Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition

During deep geological disposal of high-level and long-lived radioactive waste, underground water erosion into buffer materials, such as bentonite, and gas production around the canister are unavoidable. Therefore, understanding water and gas migration into buffer materials is important when it come...

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Main Authors: Jiang-Feng Liu, Xu-Lou Cao, Hong-Yang Ni, Kai Zhang, Zhi-Xiao Ma, Li-Ke Ma, Hai Pu
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2021/4290426
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author Jiang-Feng Liu
Xu-Lou Cao
Hong-Yang Ni
Kai Zhang
Zhi-Xiao Ma
Li-Ke Ma
Hai Pu
author_facet Jiang-Feng Liu
Xu-Lou Cao
Hong-Yang Ni
Kai Zhang
Zhi-Xiao Ma
Li-Ke Ma
Hai Pu
author_sort Jiang-Feng Liu
collection DOAJ
description During deep geological disposal of high-level and long-lived radioactive waste, underground water erosion into buffer materials, such as bentonite, and gas production around the canister are unavoidable. Therefore, understanding water and gas migration into buffer materials is important when it comes to determining the sealing ability of engineered barriers in deep geological repositories. The main aim of our study is to provide insights into the water/gas transport in a compacted bentonite sample under constant volume conditions. The results of our study indicate that water saturation is obtained after 450 hours, which is similar to experimental results. Gas migration testing shows that the degree of water saturation in the samples is very sensitive to the gas pressure. As soon as 2 MPa or higher gas pressure was applied, the water saturation degree decreased quickly. Laboratory experiments indicate that gas breakthrough occurs at 4 MPa, with water being expelled from the downstream side. This indicates that gas pressure has a significant effect on the sealing ability of Gaomizozi (GMZ) bentonite.
format Article
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institution Kabale University
issn 1468-8115
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Geofluids
spelling doaj-art-111d4a433eb64c1abdae7c98b764ae992025-08-20T03:55:45ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/42904264290426Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume ConditionJiang-Feng Liu0Xu-Lou Cao1Hong-Yang Ni2Kai Zhang3Zhi-Xiao Ma4Li-Ke Ma5Hai Pu6State Key Laboratory for Geomechanics and Deep Underground Engineering and School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering and School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering and School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering and School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering and School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaCNNC Beijing Research Institute of Uranium Geology (BRIUG), Beijing 100029, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering and School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaDuring deep geological disposal of high-level and long-lived radioactive waste, underground water erosion into buffer materials, such as bentonite, and gas production around the canister are unavoidable. Therefore, understanding water and gas migration into buffer materials is important when it comes to determining the sealing ability of engineered barriers in deep geological repositories. The main aim of our study is to provide insights into the water/gas transport in a compacted bentonite sample under constant volume conditions. The results of our study indicate that water saturation is obtained after 450 hours, which is similar to experimental results. Gas migration testing shows that the degree of water saturation in the samples is very sensitive to the gas pressure. As soon as 2 MPa or higher gas pressure was applied, the water saturation degree decreased quickly. Laboratory experiments indicate that gas breakthrough occurs at 4 MPa, with water being expelled from the downstream side. This indicates that gas pressure has a significant effect on the sealing ability of Gaomizozi (GMZ) bentonite.http://dx.doi.org/10.1155/2021/4290426
spellingShingle Jiang-Feng Liu
Xu-Lou Cao
Hong-Yang Ni
Kai Zhang
Zhi-Xiao Ma
Li-Ke Ma
Hai Pu
Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition
Geofluids
title Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition
title_full Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition
title_fullStr Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition
title_full_unstemmed Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition
title_short Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition
title_sort numerical modeling of water and gas transport in compacted gmz bentonite under constant volume condition
url http://dx.doi.org/10.1155/2021/4290426
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