Search results for " compacted clay"

showing 3 items of 3 documents

Modelling the Water Retention Domain of a Compacted Scaly Clay

2012

A body of experimental data on the water retention behaviour of compacted samples of an Italian scaly clay is analysed. The mechanical and the hydraulic behaviour of compacted samples of this clay are governed by multi-scale arrangement of scales and aggregates, which characterises the compacted clay fabric. At least two different pore networks, namely intra-aggregate and inter-aggregate, may be identified, which interact one with the other along coupled hydro-mechanical paths. The retention behaviour is interpreted in the framework of a comprehensive multi-scale modelling approach recently proposed for compacted clays of low and medium activity, which proves to be able to account for the i…

Void ratioMaterials scienceSettore ICAR/07 - GeotecnicamedicineGeotechnical engineeringmedicine.symptomComposite materialretention behaviour compacted clay modellingDomain (software engineering)Water retention
researchProduct

Microstructure Characteristics of Unsaturated Compacted Scaly Clay

2012

Microstructure characteristics of unsaturated compacted scaly clay are investigated by MIP tests on freeze dried samples and observation of SEM photomicrographs. Effects of scale microstructure and increasing compaction stresses, and microstructure changes induced by loading and unloading paths and clay saturation are analysed.

inorganic chemicalsMaterials scienceSettore ICAR/07 - GeotecnicaCompactionWettingmicrostructure – compacted clay – wetting – loading – MIP testsComposite materialMicrostructureSaturation (chemistry)complex mixtures
researchProduct

On the volumetric response of a compacted clay subjected to wetting and drying cycles

2009

Experimental evidence on the volumetric response of a compacted clay was collected in controlled suction oedometric tests, with the aim to assess the volumetric response of this soil when subjected to wetting and drying cycles. The overall soil behaviour seems mainly to depend on the double structural arrangement observed in the compacted specimens. Selected results are presented and discussed focusing on the influence of the stress history on the volumetric response. Test results are simulated by a double-structure suction-dependent elasto-plastic constitutive model, in which the mechanical response is related to micro and macrostructural deformations and their mutual interactions. The pro…

modellingMecànica dels sòlids -- Mètodes numèricsSettore ICAR/07 - Geotecnicamicrostructuresuction cyclevolumetric strain:Enginyeria civil::Geotècnia::Mecànica de sòls [Àrees temàtiques de la UPC]Soil mechanics -- Mathematical modelsunsaturated compacted clay
researchProduct