| People | Locations | Statistics |
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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 of the independent effect of suction and degree of saturation on very small-strain stiffness of unsaturated sand
Abstract
The paper presents an experimental investigation of very small strain stiffness of unsaturated sand. A triaxial test apparatus was equipped with bender elements and compression discs in order to assess the stiffness at very small strains by measuring the velocity of propagation of shear and compression waves through an unsaturated sample. The negative water column method was adopted to apply suction at the base of the sample. The experiments were designed to investigate the independent effect of suction and degree of saturation on the wave propagation<br/>velocities. This was achieved by testing the sand sample on both the drying and wetting path.