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Tomáš Kadlíček is an assistant professor at the Faculty of Science, Charles University, Czech Republic. He received his MSc degree in Civil Engineering from the Czech Technical University in Prague in 2014, with a thesis focused on modelling the Evropská access tunnel using the hypoplastic clay model for fine-grained soils. He obtained his Ph.D. from the same institution in 2018, with a dissertation devoted to parameter identification of advanced constitutive models of soils. His research focuses on numerical and constitutive modelling in geotechnics, including hypoplasticity, calibration of advanced soil models, finite element modelling of geotechnical structures, slope stability, and cyclic loading of soils and soil–structure interaction. At Charles University, he teaches courses on fundamentals of civil engineering and instrumentation and monitoring.
Accelerated implicit method for finite element predictions of cyclic loading — Acta Geotechnica (2026)
Correlations of the Automatically Calibrated Hypoplastic Clay Model Parameters — International Journal of Geomechanics (2026)
Settlement and stability of a coal mine dump using a hypoplastic constitutive model — Computers and Geotechnics (2024)
Surface layer method for analysis of slope stability using finite elements — Computers and Geotechnics (2023)
Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand — Acta Geotechnica (2022)
Automated calibration of advanced soil constitutive models. Part II: hypoplastic clay and modified Cam-Clay — Acta Geotechnica (2022)
The strength reduction method in clay hypoplasticity — Computers and Geotechnics (2020)
A state-dependent constitutive model for methane hydrate-bearing sediments inside the stability region — Géotechnique (2020)
Applying hypoplastic model for soft soils to the analysis of anchored sheeting wall — Acta Geodynamica et Geomaterialia (2016)
