Hydro-Mechanical Modelling of Anisotropic Deformation and Failure Behaviour of Opalinus Clay under Saturated and Unsaturated Conditions: Numerical Simulation (OGS)

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Authors: Eike Radeisen
Cited by: 0

Fields of Study & Subjects

Soil and Unsaturated Flow Rock Mechanics and Modeling Soil Finite Element Methods

Publication details

Journal / source
Zenodo (CERN European Organization for Nuclear Research)
Publication date
2 February 2026