Gustav Grimstad
TitleCited byYear
NGI‐ADP: Anisotropic shear strength model for clay
G Grimstad, L Andresen, HP Jostad
International journal for numerical and analytical methods in geomechanics …, 2012
692012
Use and misuse of the isotache concept with respect to creep hypotheses A and B
SA Degago, G Grimstad, HP Jostad, S Nordal, M Olsson
Géotechnique 61 (10), 897, 2011
572011
Modeling creep and rate effects in structured anisotropic soft clays
G Grimstad, SA Degago, S Nordal, M Karstunen
Acta Geotechnica 5 (1), 69-81, 2010
442010
Constitutive model for rate-independent behavior of saturated frozen soils
SA Ghoreishian Amiri, G Grimstad, M Kadivar, S Nordal
Canadian Geotechnical Journal 53 (10), 1646-1657, 2016
302016
The non-uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship
SA Degago, G Grimstad, HP Jostad, S Nordal
Proceedings of the 17th International Conference on Soil Mechanics and …, 2009
262009
A non-associated creep model for structured anisotropic clay (n-SAC)
G Grimstad, SA Degago
Proceedings of the 7th European Conference on Numerical Methods in …, 2010
242010
A FE Procedure for Foundation Design of Offshore Structures – Applied to Study a Potential OWT Monopile Foundation in the Korean Western Sea
H.P. Jostad, G. Grimstad, K.H. Andersen, M. Saue, Y. Shin, D. You
Geotechnical Engineering Journal of the SEAGS & AGSSEA 45 (4), 63-72, 2014
192014
Comparison of distribution functions for the non-local strain approach
HP Jostad, G Grimstad
proceedings of the 2nd International symposium on computational geomechanics …, 2011
192011
A macro-element for integrated time domain analyses representing bucket foundations for offshore wind turbines
KS Skau, G Grimstad, AM Page, GR Eiksund, HP Jostad
Marine Structures 59, 158-178, 2018
142018
A FE procedure for calculation of cyclic behaviour of offshore foundations under partly drained conditions
H Jostad, G Grimstad, K Andersen, N Sivasithamparam
Frontiers in offshore geotechnics III 1, 153-172, 2015
142015
Undrained capacity analyses of sensitive clays using the non-local strain approach
G Grimstad, HP Jostad, L Andresen
9th HSTAM International Congress on Mechanics, VARDOULAKIS MINI-SYMPOSIA, 2011
122011
A macro-element pile foundation model for integrated analyses of monopile-based offshore wind turbines
AM Page, G Grimstad, GR Eiksund, HP Jostad
Ocean Engineering 167, 23-35, 2018
112018
Misconceptions about experimental substantiation of creep hypothesis A
SA Degago, G Grimstad, HP Jostad, S Nordal
Proceedings of the 18th International Conference on Soil Mechanics and …, 2013
112013
Analyses of Väsby test fill according to creep hypothesis A and B
SA Degago, S Nordal, G Grimstad, HP Jostad
Proceedings of the 13th International Conference of the International …, 2011
112011
Development of effective stress based anisotropic models for soft clays
G Grimstad
Norges teknisk-naturvitenskapelige universitet, Fakultet for …, 2009
112009
Modelling creep and rate effects using the time resistance concept in a model for anisotropy and destructuration
G Grimstad, SA Degago, S Nordal, M Karstunen
Nordic Geotech Meeting Sandefjord, Norway, 195-202, 2008
92008
Phenomenological issues related to strain localization in sensitive clays
V Thakur, S Nordal, G Grimstad
Geotechnical & Geological Engineering 24 (6), 1729, 2006
92006
Discussion of ‘Soil creep effects on ground lateral deformation and pore water pressure under embankments’
G Grimstad, MA Haji Ashrafi, SA Degago, A Emdal, S Nordal
Geomechanics and Geoengineering 11 (1), 86-93, 2016
82016
Stability analyses of quick clay using FEM and an anisotropic strain softening model with internal length scale
G Grimstad, HP Jostad
NGM 2012. Proc of the 16th Nordic Geotechnical Meeting. Copenhagen, 2012
82012
Instability in soft sensitive clays
V Thakur, G Grimstad, S Nordal
82006
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Articles 1–20