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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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Hallett, Paul
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (8/8 displayed)
- 2024Plant Biomass Seed and Root Mucilagecitations
- 2022Dual-platform micromechanical characterization of soilscitations
- 2014Tensile Strain-Rate Dependency of Pore Water Pressure and Failure Strength of Soilcitations
- 2009Earthworms bring compacted and loose soil to a similar mechanical statecitations
- 2009Characterization of a novel air-liquid interface biofilm of Pseudomonas fluorescens SBW25citations
- 2008Impact of hydraulic suction history on crack growth mechanics in soilcitations
- 2005Describing soil crack formation using elastic-plastic fracture mechanicscitations
- 2000Scaling of the structure and strength of soil aggregates
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article
Tensile Strain-Rate Dependency of Pore Water Pressure and Failure Strength of Soil
Abstract
With a tensiometer <1 mm in diameter, we demonstrated a direct impact of strain rate induced changes to capillary pressure on the tensile strength of soil. This work is relevant to understanding soil cultivation, crack formation in soil caused by desiccation, and the selection of strain rates for static testing of soils.<br/><br/>Microtensiometer probes with a tip radius <1 mm were used for direct measurement of the change in pore water pressure caused by tensile loading at different strain rates in soils. These probes responded rapidly to changes in pore water pressure during testing and demonstrated that the applied tensile stress was transmitted almost entirely through the pore water, as would be expected. Above a strain rate of 1% min−1, viscous effects became significant, leading to a significant increase in the fracture stress. The results are described using an extended version of the Kelvin–Voigt model of rheological behavior. At low strain rates, capillary forces dominate the fracture stress. Above the critical strain rate, the viscosity of the soil also contributes to the fracture stress.