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Consolidated-undrained triaxial testing of Opalinus Clay: Results and method validation

https://doi.org/10.1016/j.gete.2018.01.003

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Outgoing claims: the papers this work cites, builds on, or argues with.

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Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS)

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Elastic Dispersion Derived from a Combination of Static and Dynamic Measurements

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Anisotropic Behaviour of Opalinus Clay Through Consolidated and Drained Triaxial Testing in Saturated Conditions

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Hydrogeologische Untersuchungen im oberflächennahen Opalinuston (Bohrloch Lausen, Schweiz)

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Experimental study of poromechanical behavior of saturated claystone under triaxial compression

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Consolidated undrained triaxial test procedure for shales

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Practical approaches for addressing shale testing challenges associated with permeability, capillarity and brine interactions

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Shale/claystone response to air and liquid exposure, and implications for handling, sampling and testing

inferredcites →https://doi.org/10.1016/j.jrmge.2017.04.003openalex-snapshot

A multi-stage triaxial testing procedure for low permeable geomaterials applied to Opalinus Clay

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Transferability of geoscientific information from various sources (study sites, underground rock laboratories, natural analogues) to support safety cases for radioactive waste repositories in argillaceous formations

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Some basic stress diffusion solutions for fluid‐saturated elastic porous media with compressible constituents

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Manual of Soil Laboratory Testing—Volume 3: Effective Stress TestsManual of Soil Laboratory Testing—Volume 3: Effective Stress Tests, 3rd edition. HeadK. H.EppsR. J.. Whittles Publishing, Caithness, 2014, hardback, 414pp., £125.00, ISBN 978-184995-054-1

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The Pore-Pressure Coefficients A and B

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