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Swelling ability and behaviour of bentonite-based materials for deep repository engineered barrier systems:Influence of physical,chemical and thermal factors

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Journal of Rock Mechanics and Geotechnical Engineering 2022年第3期14卷 689-702页

作者： Mohammed Alzamel Mamadou Fall Sada Haruna Department of Civil Engineering University of OttawaOttawaOntarioK1N 6N5Canada

Compacted bentonite-sand(B/S)mixtures have been used as a barrier material in engineered barrier systems(EBSs)of deep geological repositories(DGR)to store nuclear *** study investigates the individual and combined effects of different chemical compositions of deep groundwaters(chemical factor)at potential repository sites in Canada(the Trenton and Guelph regions in Ontario),heat generated in DGRs(thermal factor),dry densities and mass ratios of bentonite and sand mixtures(physical factors)on the swelling behavior and ability of bentonite-based *** this study,swelling tests are conducted on B/S mixtures with different B/S mix ratios(20/80 to 70/30),compacted at different dry densities(ρd=1.6-2 g/cm^(3)),saturated with different types of water(distilled water and simulated deep groundwater of Trenton and Guelph)and exposed to different temperatures(20℃-80℃).Moreover,scanning electron microscopy(SEM)analyses,mercury intrusion porosimetry(MIP)tests and X-ray diffractometry(XRD)analyses are carried out to evaluate the morphological,microstructural and mineralogical characteristics of the B/S *** test results indicate that the swelling potential of the B/S mixtures is significantly affected by these physical and chemical factors as well as the combined effects of the chemical and thermal factors.A significant decrease in the swelling capacity is observed when the B/S materials are exposed to the aforementioned groundwaters.A large decrease in the swelling capacity is observed for higher bentonite content in the ***,higher temperatures intensify the chemically-induced reduction of the swelling capacity of the B/S barrier *** decrease in the swelling capacity is caused by the chemical and/or microstructural changes of the *** results from this research will help engineers to design and build EBSs for DGRs with similar groundwater and thermal conditions.

关键词： deep geological repository Engineered barrier Bentonite-sand materials Nuclear waste Swelling capacity Swelling strain

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Coupled hydro-mechanical analysis of expansive soils:Parametric identification and calibration

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Journal of Rock Mechanics and Geotechnical Engineering 2020年第3期12卷 620-629页

作者： Abhishek Rawat Linzhi Lang Wiebke Baille Anne-Catherine Dieudonne Frederic Collin Department of Foundation Engineering Soil and Rock MechanicsRuhr-Universität BochumUniversitätsstraße 15044780BochumGermany Faculty of Civil Engineering and Geosciences Delft University of TechnologyBuilding 232628 CN Delftthe Netherlands ArGEnCo University of Liege4000 LiegeBelgium

A methodology for identifying and calibrating the material parameters for a coupled hydro-mechanical problem is presented in this pape *** validation purpose,a laboratory-based water infiltration test was numerically simulated using finite element method(FEM).The test was conducted using a self-designed column-type experimental device,which mimicked the wetting process of a candidate backfill material in a nuclear waste *** real-time measurements of key state variables(*** content,relative humidity,temperature,and total stresses)were performed with the monitoring sensors along the height of cylindrical soil *** numerical simulation,the modified Barcelona Basic Model(BBM)along with soil-water retention model for compacted bentonite was *** shows that the identified model parameters successfully captured the moisture migration process under an applied hydraulic gradient in a bentonite-based compacted soil sample.A comparison between the measured and predicted values of total stresses both in axial and lateral directions along with other state variables revealed that heterogeneous moisture content was distributed along the hydration-path,resulting in non-uniform stress-deformation characteristics of soil.

关键词： Compacted bentonite Backfill material deep geological repository Constitutive modeling Hydro-mechanical coupling Water infiltration test

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