- An effective stress based model for the dependency of a water retention curve on void ratio2010 | Faculty of Science
- Compression Behaviour of Chlef Sand and Transition of Fines Content Using Pressure-Dependent Maximum Void Ratios of Sand2022 | Faculty of Science
- Prediction of Swelling Pressure of Compacted Bentonite with Respect to Void Ratio Based on Diffuse Double Layer Theory2017 | 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
- Implementation of an Advanced Constitutive Models for Fine-Grained Soils2023 | Faculty of Science
- Constitutive model for unsaturated fine-grained soils incorporating small strain stiffness2014 | Faculty of Science
- Undrained strength of unsaturated fill for stability analysis2019 | Faculty of Science
- Capability of constitutive models to simulate soils with different OCR using a single set of parameters2009 | Faculty of Science
- An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation2006 | Faculty of Science
- Asymptotic behaviour of granular materials2012 | Faculty of Science
- Discrete element investigation of rate effects on the asymptotic behaviour of granular materials2015 | Faculty of Science
- 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models2009 | Faculty of Science
- Stiffness anisotropy in clays range of very small strain2012 | Faculty of Science
- Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness2014 | Faculty of Science
- Swelling phenomena and effective stress in compacted expansive clays2016 | Faculty of Science
- A new method to predict swelling pressure of compacted bentonites based on diffuse double layer theory2018 | Faculty of Science