Search results for "Hydro-mechanical behaviour"

showing 5 items of 5 documents

Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes

2019

The established concept for the protection of the biosphere from high-level nuclear wastes consists in the use of multi-barrier systems in deep geological repository, for which clayey geomaterials are key elements. Bentonite-based materials are selected as buffer and backfilling materials. Once in place, the barriers will be subjected to a series of severe loadings, including strong variations of suction (i.e. wetting and drying cycles). The paper presents selected results from a large ongoing research work to investigate the behaviour of bentonite-based materials in the context of nuclear waste disposal. In particular, the paper focuses on the response of a Sand/Bentonite mixture under dif…

Nuclear wasteSuctionRadioactive wasteContext (language use)Microstructural characterizationBentonite-based materialHydro-mechanical behaviourBentoniteDeep geological repositorymedicineEnvironmental scienceWater retention behaviourGeotechnical engineeringWettingSwellingmedicine.symptomDry density
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On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale

2016

The geo-energy sector makes use of advanced technologies such as shale gas extraction, CO2 sequestration and nuclear waste geological disposal that rely on the exploitation of shale formations. Due to the great depths involved in these applications and the difficulties in retrieving intact samples, remoulded shale specimens are often adopted for hydro-mechanical testing. Remoulded and intact shales may substantially differ in their hydro-mechanical behaviour due to the particular structure of the natural material, which is the result of diagenesis and burial history. This paper presents an experimental campaign aimed at (i) characterizing the role of diagenesis and depth for Opalinus Clay s…

Shale gasEffective stress0211 other engineering and technologiesCompaction02 engineering and technology010502 geochemistry & geophysics01 natural sciencesGeotechnical engineeringdiagenesis.PorosityOpalinus Clay021101 geological & geomatics engineering0105 earth and related environmental sciencesDiagenesiSettore ICAR/07 - GeotecnicaGeologyGeotechnical Engineering and Engineering GeologyDiagenesisPermeability (earth sciences)intrinsic propertiesCreepHydro-mechanical behaviourremoulded shalesOil shaleGeologyIntrinsic propertieRemoulded shale
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Shot-clay MX-80 bentonite: An assessment of the hydro-mechanical behaviour

2014

This study presents the results of an experimental study conducted to characterise the hydro-mechanical behaviour of shot-clay MX-80 bentonite. In the shot-clay process, granular bentonite was mixed continuously with water and shot on the walls of a tunnel section at the Grimsel Underground Research Laboratory (URL), in Switzerland. The shot-clay was placed to create a layer of bentonite in direct contact with the host rock to avoid preferential water and/or gas flow along the tunnel wall. Samples for an experimental programme were collected during the shooting. The index properties, microstructural features, swelling potential and water retention properties of the shot-clay were analysed. …

SuctionStress pathFlow (psychology)Shot-clayGeologyGeotechnical Engineering and Engineering GeologyWater retentionStress (mechanics)Shot (pellet)Hydro-mechanical behaviourBentonitemedicineGeotechnical engineeringWater retention behaviourMX-80 bentonitemedicine.symptomSwellingSwelling potentialGeologyControlled-suction testing
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Testing of the hydro-mechanical behaviour of shales.

2016

Shales are among the most commonly considered geomaterials in current energy-related geomechanical investigations, as they are involved in engineering applications such as the unconventional extraction of natural gas, CO2 sequestration and nuclear waste geological storage. A deep understanding of their hydro-mechanical behaviour is of primary significance for such applications. In this paper selected results on the water retention behaviour and on the high pressure oedometric compression behaviour of shales are presented.

UnsaturatedSoilhydro-mechanical behaviourSettore ICAR/07 - Geotecnicashale
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Hydro-mechanical behaviour of a sandy silt from a river embankment

2020

The paper presents the results of an experimental campaign aimed at characterizing the hydro-mechanical behaviour of a sandy silt from a river embankment. Due to continuous river level fluctuations and changing climatic and environmental conditions, flood embankment materials experience frequent variations in degree of saturation and suction values. Such variations strongly impact the earthwork performance both in terms of seepage and stability conditions. For these reasons, a detailed characterization of the material behaviour in unsaturated conditions was carried out. Experiments were designed in order to highlight the response of the involved soil in terms of changes in matric suction an…

lcsh:GE1-350geographyRiver embankments collapse upon wetting unsaturated soil.geography.geographical_feature_categoryFlood mythSettore ICAR/07 - Geotecnica0211 other engineering and technologies02 engineering and technologySilthydro-mechanical behaviour unsaturated conditions suction measurementWater retentionWater column021105 building & constructionEarthworksmedicineEnvironmental scienceGeotechnical engineeringmedicine.symptomLeveeRelative permeabilitySaturation (chemistry)lcsh:Environmental sciences021101 geological & geomatics engineering
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