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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Tarantino, Alessandro
University of Strathclyde
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (11/11 displayed)
- 2021Microstructural evolution and mechanical behaviour of alkali activated fly ash binder treated claycitations
- 2021Investigation on the attractive forces controlling clay particles' interactionscitations
- 2020Electromagnetic sensors for underwater scour monitoringcitations
- 2018An experimental investigation into the micromechanics of non-active clayscitations
- 2016Building the UPPA high capacity tensiometercitations
- 2016An experimental investigation of the independent effect of suction and degree of saturation on very small-strain stiffness of unsaturated sandcitations
- 2015Wireless monitoring of scour and re-deposited sediment evolution at bridge foundations based on soil electromagnetic propertiescitations
- 2015Effects of high temperatures on soil properties
- 2015MEMS sensor-based monitoring system for engineered geological disposal facilitiescitations
- 2008Field measurement of suction, water content, and water permeabilitycitations
- 2008Preface: special issue on laboratory and field testing of unsaturated soilscitations
Places of action
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article
An experimental investigation into the micromechanics of non-active clays
Abstract
The paper presents an experimental investigation into the micro-mechanisms controlling the behaviour of non-active clays. Clay microstructural behaviour was investigated via Mercury Intrusion Porosimetry accompanied by Scanning Electron Microscope images. To gain insight into the mechanisms underlying reversible and non-reversible compression, samples for MIP testing were taken along both normal compression and unloading-reloading lines. To investigate the nature of inter-particle forces, the response of clay samples prepared with deionised water (characterised by acidic pH) was compared with clay samples prepared with alkaline water. A high pH 'deactivate' the edge-to-face contacts that are indeed active in the clay prepared with deionised (acidic) water. The pore-size distribution data clearly highlighted that the smaller pores are associated with particles in non-contact configuration, i.e. only interacting via the overlap of the repulsive electrical field generated by the negatively charged faces. On the other hand, larger pores are associated with contact configuration, generated by the attraction between the positively charged edge and the negatively charged face of the clay particle. The pore-size distribution data also allowed inferring that reversible behaviour is mainly associated with the reversible overlap of the repulsive electrical field in contact configuration whereas the plastic response appears to be associated, at the micro-scale, with the loss of edge-to-face contacts. Finally, an embryonic 1-D discrete element model was developed to show the potential of the micromechanical conceptual model to be implemented into a DEM model.