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Uncertainty in calibration of hypoplastic model for clay attributed to limited number of laboratory tests

by Janda, Tomáš, Pavelcová, Veronika, Zemanová, Alena, Šejnoha, Michal
Published in Computers & structures (01.05.2024)

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Extracting general knowledge of model parameters for clays out of numerous laboratory tests

by Pavelcová, Veronika, Janda, Tomáš
Published in Acta Polytechnica CTU proceedings (24.07.2023)

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CALCULATION OF SEISMICALLY LOADED EARTH RETAINING STRUCTURES

by Pruška, Jan, Pavelcová, Veronika
Published in Acta Polytechnica CTU proceedings (01.01.2022)

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COMPARING THE HOEK-BROWN AND MOHR-COULOMB FAILURE CRITERIA IN FEM ANALYSIS

by Poklopová, Tereza, Pavelcová, Veronika, Šejnoha, Michal
Published in Acta Polytechnica CTU proceedings (22.04.2021)

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INFLUENCE OF MATERIAL DAMPING ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE

by Pavelcová, Veronika, Poklopová, Tereza, Šejnoha, Michal, Janda, Tomáš
Published in Acta Polytechnica CTU proceedings (01.01.2020)

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THE INFLUENCE OF BOUNDARY CONDITIONS ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE

by Pavelcová, Veronika, Poklopová, Tereza, Janda, Tomáš, Šejnoha, Michal
Published in Acta Polytechnica CTU proceedings (31.12.2018)

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MODELING OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE BY COMBINING 1D FREE-FIELD AND 2D PSEUDO-STATIC ANALYSES

by Poklopová, Tereza, Pavelcová, Veronika, Janda, Tomáš, Šejnoha, Michal
Published in Acta Polytechnica CTU proceedings (31.12.2018)

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Journal Article

Uncertainty in calibration of hypoplastic model for clay attributed to limited number of laboratory tests

Extracting general knowledge of model parameters for clays out of numerous laboratory tests

CALCULATION OF SEISMICALLY LOADED EARTH RETAINING STRUCTURES

COMPARING THE HOEK-BROWN AND MOHR-COULOMB FAILURE CRITERIA IN FEM ANALYSIS

INFLUENCE OF MATERIAL DAMPING ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE

THE INFLUENCE OF BOUNDARY CONDITIONS ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE

MODELING OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE BY COMBINING 1D FREE-FIELD AND 2D PSEUDO-STATIC ANALYSES

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