On the hydro-mechanical behaviour of MX80 bentonite-based materials

Bentonite-based materials have been considered in many countries as engineered barrier/backfilling materials in deep geological disposal of high-level radioactive waste. During the long period of waste storage, these materials will play an essential role in ensuring the integrity of the storage syst...

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Main Author: Yu-Jun Cui
Format: Article
Language:English
Published: Elsevier 2017-06-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775516300555
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spelling doaj-182e836edec84e25a6713ab2e03922db2020-11-24T21:40:27ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552017-06-019356557410.1016/j.jrmge.2016.09.003On the hydro-mechanical behaviour of MX80 bentonite-based materialsYu-Jun CuiBentonite-based materials have been considered in many countries as engineered barrier/backfilling materials in deep geological disposal of high-level radioactive waste. During the long period of waste storage, these materials will play an essential role in ensuring the integrity of the storage system that consists of the waste canisters, the engineered barrier/backfill, the retaining structures as well as the geological barrier. Thus, it is essential to well understand the hydro-mechanical behaviours of these bentonite-based materials. This review paper presents the recent advances of knowledge on MX80 bentonite-based materials, in terms of water retention properties, hydraulic behaviour and mechanical behaviour. Emphasis is put on the effect of technological voids and the role of the dry density of bentonite. The swelling anisotropy is also discussed based on the results from swelling tests with measurements of both axial and radial swelling pressures on a sand-bentonite mixture compacted at different densities. Microstructure observation was used to help the interpretation of macroscopic hydro-mechanical behaviour. Also, the evolution of soil microstructure thus the soil density over time is discussed based on the results from mock-up tests. This evolution is essential for understanding the long-term hydro-mechanical behaviour of the engineered barrier/backfill.http://www.sciencedirect.com/science/article/pii/S1674775516300555Bentonite-based materialsWater retentionHydraulic conductivityMechanical behaviourMicrostructureDry density evolution
collection DOAJ
language English
format Article
sources DOAJ
author Yu-Jun Cui
spellingShingle Yu-Jun Cui
On the hydro-mechanical behaviour of MX80 bentonite-based materials
Journal of Rock Mechanics and Geotechnical Engineering
Bentonite-based materials
Water retention
Hydraulic conductivity
Mechanical behaviour
Microstructure
Dry density evolution
author_facet Yu-Jun Cui
author_sort Yu-Jun Cui
title On the hydro-mechanical behaviour of MX80 bentonite-based materials
title_short On the hydro-mechanical behaviour of MX80 bentonite-based materials
title_full On the hydro-mechanical behaviour of MX80 bentonite-based materials
title_fullStr On the hydro-mechanical behaviour of MX80 bentonite-based materials
title_full_unstemmed On the hydro-mechanical behaviour of MX80 bentonite-based materials
title_sort on the hydro-mechanical behaviour of mx80 bentonite-based materials
publisher Elsevier
series Journal of Rock Mechanics and Geotechnical Engineering
issn 1674-7755
publishDate 2017-06-01
description Bentonite-based materials have been considered in many countries as engineered barrier/backfilling materials in deep geological disposal of high-level radioactive waste. During the long period of waste storage, these materials will play an essential role in ensuring the integrity of the storage system that consists of the waste canisters, the engineered barrier/backfill, the retaining structures as well as the geological barrier. Thus, it is essential to well understand the hydro-mechanical behaviours of these bentonite-based materials. This review paper presents the recent advances of knowledge on MX80 bentonite-based materials, in terms of water retention properties, hydraulic behaviour and mechanical behaviour. Emphasis is put on the effect of technological voids and the role of the dry density of bentonite. The swelling anisotropy is also discussed based on the results from swelling tests with measurements of both axial and radial swelling pressures on a sand-bentonite mixture compacted at different densities. Microstructure observation was used to help the interpretation of macroscopic hydro-mechanical behaviour. Also, the evolution of soil microstructure thus the soil density over time is discussed based on the results from mock-up tests. This evolution is essential for understanding the long-term hydro-mechanical behaviour of the engineered barrier/backfill.
topic Bentonite-based materials
Water retention
Hydraulic conductivity
Mechanical behaviour
Microstructure
Dry density evolution
url http://www.sciencedirect.com/science/article/pii/S1674775516300555
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