| 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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Razakamanantsoa, Andry Rico
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2023Physicochemical and Microstructural Evaluation in Lime-Treated Silty Soil Exposed to Successive Wetting-Drying Cycles Submitted to Different Testing Conditionscitations
- 2022Modeling of Hysteretic Behavior of Soil–Water Retention Curves Using an Original Pore Network Modelcitations
- 2020Experimental study of particle lift initiation on roller-compacted sand-clay mixturescitations
- 2018Shear strength performance of marine sediments stabilized using cement, lime and fly ashcitations
- 2018Effects of Cement Treatment on Microstructural, Hydraulic, and Mechanical Properties of Compacted Soils: Characterization and Modelingcitations
- 2018Toward a better understanding of the effects of cement treatment on microstructure and hydraulic properties of compacted soilscitations
- 2016Long term chemo-hydro-mechanical behavior of compacted soil bentonite polymer complex submitted to synthetic leachatecitations
- 2016Permeability prediction of soils including degree of compaction and microstructurecitations
- 2015Feasibility study of chemical stabilization of dredged marine sedimentcitations
Places of action
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conferencepaper
Toward a better understanding of the effects of cement treatment on microstructure and hydraulic properties of compacted soils
Abstract
This study deals with the problem of the experimental characterization of cement-treated compacted soils in terms of microstructural and hydraulic properties. Some tests are conducted on two different types of soil: silty sand and clay as fine soils and gravelous sand and alterite as granular soil. Some samples are mixed with 5% of cement and compacted at different levels (i.e., 85%, 95%, 100% and 105% of the maximum dry density, respectively, as achieved using the standard compaction method). The results of the mercury intrusion porosimetry (MIP) tests performed on these cement-treated soils reveal significant changes as regards macropores due to the combined effects of treatment and compaction. Consequently, a decrease in the permeability is clearly observed for all the tested soils when the degree of compaction increases. This decrease is significantly greater in fine soils, which are more sensitive to compaction effects than granular soils.