- An effective stress based model for the dependency of a water retention curve on void ratio2010 | Faculty of Science
- Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils2010 | Faculty of Science
- Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays2013 | Faculty of Science
- Mineralogical, Geochemical and Geotechnical Study of BCV 2017 Bentonite - The Initial State and the State following Thermal Treatment at 200 degrees C2021 | Faculty of Science
- Coupled thermo-hydro-mechanical double structure model for expansive soils2016 | Faculty of Science
- Coupled Thermohydromechanical Double-Structure Model for Expansive Soils2017 | Faculty of Science
- Development of a coupled thermo-hydro-mechanical double structure model for expansive soils2016 | Faculty of Science
- Swelling of compacted expansive clays interpreted in terms of Tezaghi effective stress2014 | Faculty of Science
- Experimental characterization of retention properties and microstructure of the Czech bentonite B752017 | Faculty of Science
- Swelling phenomena and effective stress in compacted expansive clays2016 | Faculty of Science
- Bentonite microstructure and saturation evolution in wetting-drying cycles evaluated using ESEM, MIP and WRC measurements2019 | Faculty of Science
- The impact of various mulch types on soil properties controlling water regime of the Haplic Fluvisol2021 | Faculty of Mathematics and Physics
- Reducing uncertainties in hydromechanical modeling with a recently developed Rosetta 3 podeotransfer function2023 | Faculty of Science