Search results for "Expansive soil"

showing 2 items of 2 documents

Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings

2015

This experimental study investigates the swelling behaviour of an 80/20 sand/bentonite mixture and the associated fabric evolution under different hydro-chemo-mechanical loadings. Free and confined swelling tests are performed on specimens compacted to different dry densities and wetted with different pore fluids. Controlled suction confined swelling tests are performed to determine the suction–swelling pressure relationship for two different densities. An extensive microstructural characterisation is performed to relate the observed swelling behaviour to the evolution of the different pore networks during wetting. Based on the microstructural analysis, an expression is proposed to determi…

Laboratory testMaterials scienceSuction010504 meteorology & atmospheric sciencesExpansive clay0211 other engineering and technologiesMixing (process engineering)02 engineering and technologylaboratory testsFabric/structure of soil01 natural sciencesPartial saturationswellingmedicineEarth and Planetary Sciences (miscellaneous)Geotechnical engineeringComposite material021101 geological & geomatics engineering0105 earth and related environmental sciencessand/bentonite mixturesChemo mechanicalExpansive soilexpansive soilsGeotechnical Engineering and Engineering Geologyfabric evolutionBentonitefabric/structure of soilsWettingHCM loadingsSwellingmedicine.symptomDry densitypore water chemistry
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Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles

2014

MX-80 bentonite used in engineered barrier systems would be subjected to wetting and drying cycles. To assess the response of the material under such circumstances, a comprehensive experimental characterisation of the water retention behaviour of compacted MX-80 granular bentonite was performed in this study. A new methodology is proposed to investigate this behaviour under a constant volume condition for specimens prepared at different dry densities. The material was subjected to different hydraulic paths, including cyclic variations of the water content. As a result, an irreversible modification of the retention behaviour was observed when the material approached a fully saturated state …

Microstructural evolutionMaterials scienceExpansive clayExpansive soilFabric/structure of soilGeotechnical Engineering and Engineering GeologyPartial saturationWater retentionPartial saturationVolume (thermodynamics)Radioactive waste disposalBentoniteParticle-scale behaviourEarth and Planetary Sciences (miscellaneous)medicineClayGeotechnical engineeringWettingmedicine.symptomComposite materialWater contentGéotechnique
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