Minna Karstunen

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Simon WheelerProfessor of Civil Engineering, Glasgow UniversityEmail verificata su glasgow.ac.uk
Nallathamby SivasithamparamPrincipal Engineer, Norwegian Geotechnical InstituteEmail verificata su ngi.no
Rachid ZentarIMT Nord EuropeEmail verificata su imt-nord-europe.fr
Domenico GallipoliProfessor of Geotechnical Engineering, University of Genoa, ItalyEmail verificata su unige.it
Jelke DijkstraProfessor in Experimental Geomechanics, Chalmers University of TechnologyEmail verificata su chalmers.se
Ching S. ChangProfessor of Civil and Environmental Engineering, University of Massachusetts Amherst Email verificata su ecs.umass.edu
Pierre Yves HicherProfessor Ecole Centrale de NantesEmail verificata su ec-nantes.fr
Jorge CastroUniversity of CantabriaEmail verificata su unican.es
Daniela Kamrat-PietraszewskaEmail verificata su onet.eu
Gustav GrimstadProfessorEmail verificata su ntnu.no
Mohammad RezaniaReader in Civil EngineeringEmail verificata su warwick.ac.uk
Stephanie G. ZihmsLecturer Researcher Development, UWSEmail verificata su uws.ac.uk
Steinar NordalNTNUEmail verificata su ntnu.no
Quoc-Anh TranMarie Skłodowska-Curie Individual Fellow, Norwegian University of Science and TechnologyEmail verificata su ntnu.no
Martí Lloret-CabotAssociate Professor in Civil and Environmental Engineering, Durham UniversityEmail verificata su durham.ac.uk
Bryan A. McCabeAssociate Professor in Civil Engineering at University of GalwayEmail verificata su universityofgalway.ie
Hans Petter JostadEmail verificata su ngi.no
Ronald Brinkgreve, RBJ Brinkgreve, R...Delft University of TechnologyEmail verificata su plaxis.com
Leena Korkiala-TanttuAalto UniverisityEmail verificata su aalto.fi
Alessandro TarantinoStrathclyde UniversityEmail verificata su strath.ac.uk

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Minna Karstunen

Professor in Geotechnical Engineering, Chalmers University of Technology

Email verificata su chalmers.se


Titolo Ordina per citazioni Ordina per anno Ordina per titolo	Citata da Citata da	Anno
Modelling the variation of degree of saturation in a deformable unsaturated soil D Gallipoli, SJ Wheeler, M Karstunen Géotechnique 53 (1), 105-112, 2003	700	2003
An anisotropic elastoplastic model for soft clays SJ Wheeler, A Näätänen, M Karstunen, M Lojander Canadian Geotechnical Journal 40 (2), 403-418, 2003	680	2003
An anisotropic elastic–viscoplastic model for soft clays ZY Yin, CS Chang, M Karstunen, PY Hicher International Journal of Solids and Structures 47 (5), 665-677, 2010	344	2010
Modeling time-dependent behavior of soft sensitive clay ZY Yin, M Karstunen, CS Chang, M Koskinen, M Lojander Journal of geotechnical and geoenvironmental engineering 137 (11), 1103-1113, 2011	324	2011
Anisotropic creep model for soft soils M Leoni, M Karstunen, P Vermeer, EC MRTN-CT Geotechnique 58 (3), 215-266, 2008	281	2008
Effect of anisotropy and destructuration on the behavior of Murro test embankment M Karstunen, H Krenn, SJ Wheeler, M Koskinen, R Zentar International Journal of Geomechanics 5 (2), 87-97, 2005	260	2005
Modelling time-dependent behaviour of Murro test embankment M Karstunen, ZY Yin Géotechnique 60 (10), 735-749, 2010	189	2010
Modelling creep behaviour of anisotropic soft soils N Sivasithamparam, M Karstunen, P Bonnier Computers and Geotechnics 69, 46-57, 2015	184	2015
Numerical simulations of stone column installation J Castro, M Karstunen Canadian Geotechnical Journal 47 (10), 1127-1138, 2010	172	2010
Micromechanical analysis of kinematic hardening in natural clay ZY Yin, CS Chang, PY Hicher, M Karstunen International Journal of Plasticity 25 (8), 1413-1435, 2009	121	2009
Comments on use of the Barcelona Basic Model for unsaturated soils SJ Wheeler, D Gallipoli, M Karstunen International journal for numerical and analytical methods in Geomechanics …, 2002	105	2002
Modeling creep and rate effects in structured anisotropic soft clays G Grimstad, SA Degago, S Nordal, M Karstunen Acta Geotechnica 5, 69-81, 2010	100	2010
Modelling destructuration and anisotropy of a soft natural clay M Koskinen, M Karstunen, SJ Wheeler Presses de l'ENPC, 2002	100	2002
Modelling strain-rate-dependency of natural soft clays combined with anisotropy and destructuration ZY Yin, M Karstunen Acta Mechanica Solida Sinica 24 (3), 216-230, 2011	99	2011
Plastic anisotropy of soft reconstituted clays M Karstunen, M Koskinen Canadian Geotechnical Journal 45 (3), 314-328, 2008	99	2008
Influence of stone column installation on settlement reduction J Castro, M Karstunen, N Sivasithamparam Computers and Geotechnics 59, 87-97, 2014	86	2014
Effect of anisotropy and destructuration on behavior of Haarajoki test embankment A Yildiz, M Karstunen, H Krenn International Journal of Geomechanics 9 (4), 153-168, 2009	67	2009
Numerical analysis of a floating stone column foundation using different constitutive models M Gäb, HF Schweiger, D Kamrat-Pietraszewska, M Karstunen Geotechnics of soft soils: focus on ground improvement, 149-154, 2008	64	2008
Modelling the behaviour of an embankment on soft clay with different constitutive models M Karstunen, C Wiltafsky, H Krenn, F Scharinger, HF Schweiger International Journal for Numerical and Analytical Methods in Geomechanics …, 2006	61	2006
Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays ZY Yin, M Karstunen, PY Hicher Soils and Foundations 50 (2), 203-214, 2010	54	2010

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