- An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation2006 | Faculty of Science
- The influence of the degree of overconsolidation on the mechanical behaviour of a fine-grained soil2006 | Faculty of Science
- Capability of constitutive models to simulate soils with different OCR using a single set of parameters2009 | Faculty of Science
- Inherent stiffness anisotropy of clay and its usage in the numerical back-analysis of displacements in the unsupported cavern during the process of K0 estimation in Brno "tegel"2015 | Faculty of Science
- Small-strain behaviour of cemented soils2012 | Faculty of Science
- Small strain stiffness anisotropy of natural sedimentary clays: review and a model2014 | Faculty of Science
- Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner's rule and drained cyclic preloading2022 | Faculty of Science
- Evaluation of K0 in stiff clay by back-analysis of convergence measurements from unsupported cylindrical cavity2015 | Faculty of Science
- Inspection of four advanced constitutive models for fine-grained soils under monotonic and cyclic loading2022 | Faculty of Science