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Katrin Wild
Katrin Wild
ETH Zurich, Department of Earth Sciences, Geological Institute, Engineering Geology
Dirección de correo verificada de erdw.ethz.ch
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Water retention characteristics and state-dependent mechanical and petro-physical properties of a clay shale
KM Wild, LP Wymann, S Zimmer, R Thoeny, F Amann
Rock Mechanics and Rock Engineering 48, 427-439, 2015
862015
Geomechanical behaviour of Opalinus Clay at multiple scales: results from Mont Terri rock laboratory (Switzerland)
F Amann, KM Wild, S Loew, S Yong, R Thoeny, E Frank
Mont Terri Rock Laboratory, 20 Years: Two Decades of Research and …, 2018
412018
Experimental study of the hydro-mechanical response of Opalinus Clay–Part 1: Pore pressure response and effective geomechanical properties under consideration of confinement …
KM Wild, F Amann
Engineering geology 237, 32-41, 2018
352018
Time-dependent fracture formation around a borehole in a clay shale
N Kupferschmied, KM Wild, F Amann, C Nussbaum, D Jaeggi, ...
International Journal of Rock Mechanics and Mining Sciences 77, 105-114, 2015
332015
A multi-stage triaxial testing procedure for low permeable geomaterials applied to Opalinus Clay
KM Wild, M Barla, G Turinetti, F Amann
Journal of Rock Mechanics and Geotechnical Engineering 9 (3), 519-530, 2017
302017
Experimental study of the hydro-mechanical response of Opalinus Clay–Part 2: Influence of the stress path on the pore pressure response
KM Wild, F Amann
Engineering geology 237, 92-101, 2018
212018
The response of Opalinus Clay when exposed to cyclic relative humidity variations
KM Wild, P Walter, F Amann
Solid Earth 8 (2), 351-360, 2017
112017
Dilatancy of clay shales and its impact on pore pressure evolution and effective stress for different triaxial stress paths
KM Wild, F Amann, CD Martin, J Wassermann, C David, M Barla
ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-2015-496, 2015
102015
Some fundamental hydro-mechanical processes relevant for understanding the pore pressure response around excavations in low permeable clay rocks
KM Wild, F Amann, CD Martin
ISRM Congress, ISRM-13CONGRESS-2015-199, 2015
92015
Evaluation of the hydro-mechanical properties and behavior of Opalinus Clay
KM Wild
ETH Zurich, 2016
82016
Geomechanical behaviour of Opalinus Clay at multiple scales: results from Mont Terri rock laboratory (Switzerland), Swiss J. Geosci., 110, 151–171
F Amann, KM Wild, S Loew, S Yong, R Thoeny, E Frank
72017
The role of capillary suction and dilatancy on the interpretation of the confined strength of clay shales
F Amann, CD Martin, KM Wild
ISRM Congress, ISRM-13CONGRESS-2015-258, 2015
32015
Dependency of deformability, strength and failure characteristics of clay shales on total suction
F Amann, K Wild, L Wymann
ISRM EUROCK, ISRM-EUROCK-2014-236, 2014
12014
The Influence of Rock Mass Characteristics on TBM Penetration: A Case Study in the Nant de Drance Access Tunnel
K Wild
ETH, 2012
12012
Journal of Rock Mechanics and Geotechnical Engineering
KM Wild, M Barla, G Turinetti, F Amann
Journal of Rock Mechanics and Geotechnical Engineering 9, 519e530, 2017
2017
HM Experiment. Hydro-Mechanical Coupling
KM Wild, F Amann
ENSI Erfahrungs-und Forschungsbericht, 275-280, 2017
2017
Environmental degradation of Opalinus Clay with cyclic variations in relative humidity
K Wild, P Walter, C Madonna, F Amann
EGU General Assembly Conference Abstracts, EPSC2016-4586, 2016
2016
Dilatancy of clay shales and its impact on pore pressure evolution and effective stress for different triaxial stress paths
F Amann, K Wild, CD Martin, J Wassermann, C David, M Barla
49th US Rock Mechanics/Geomechanics Symposium 2015 4, 2636-2642, 2015
2015
Mont Terri–HM Experiment Hydro-Mechanical Coupling
KM Wild, F Amann
Erfahrungs-und Forschungsbericht 2013. Entwicklungen im Bereich der …, 2014
2014
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Artículos 1–19