- Experimental Study of Small Strain Stiffness of Unsaturated Silty Clay2018 | Faculty of Science
- Constitutive model for unsaturated fine-grained soils incorporating small strain stiffness2014 | Faculty of Science
- Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness2014 | Faculty of Science
- Small strain stiffness of unsaturated soil - Laboratory determination and numerical simulation (in Czech)2018 | Faculty of Science
- Small strain stiffness anisotropy of natural sedimentary clays: review and a model2014 | Faculty of Science
- Clay hypoplasticity model with explicit asymptotic state boundary surface formulation and very small strain stiffness anisotropy2014 | Faculty of Science
- Ability of three different soil constitutive models to predict a tunnel's response to basement excavation2015 | Faculty of Science
- Application of convergence measurements in back-analysis of coefficient of lateral earth pressure at rest in Brno clay2013 | Faculty of Science
- Clay hypoplasticity model including stiffness anisotropy2014 | Faculty of Science
- Small-strain behaviour of unsaturated silty clay: experiments and model interpretation2021 | Faculty of Science
- Backanalysis of the earth pressure coefficient at rest in Brno clay on the basis of convergence measurements2013 | Faculty of Science
- Back-analysis of K0 in overconsolidated clay on the basis of convergence measurements of a circular cavity2014 | Faculty of Science
- An investigation of perpendicularly crossing twin-tunnel interaction2014 | Faculty of Science
- THREE-DIMENSIONAL RESPONSE OF A PILE GROUP DUE TO TUNNEL ADVANCEMENT AT DIFFERENT C/D RATIOS2016 | Faculty of Science, Central Library of Charles University
- Evaluation of K0 in stiff clay by back-analysis of convergence measurements from unsupported cylindrical cavity2015 | Faculty of Science
- Influences of Shielding of Multi-crossing Tunnels on Ground Displacement2016 | 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"2016 | Faculty of Science, Central Library of Charles University
- 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
- Modelling of Soil Behaviour with Hypoplasticity - Another Approach to Soil Constitutive Modelling2019 | Faculty of Science