Hans Petter Jostad
Hans Petter Jostad
Unknown affiliation
Verified email at ngi.no
TitleCited byYear
Suction anchors for deepwater applications
KH Andersen, JD Murff, MF Randolph, EC Clukey, CT Erbrich, HP Jostad, ...
Proceedings of the 1st International Symposium on Frontiers in Offshore …, 2005
2142005
Foundation design of skirted foundations and anchors in clay
KH Andersen, HP Jostad
Offshore technology conference, 1999
1591999
Shear strength along outside wall of suction anchors in clay after installation
KH Andersen, HP Jostad
The Twelfth International Offshore and Polar Engineering Conference, 2002
1152002
Progressive failures in eastern Canadian and Scandinavian sensitive clays
A Locat, S Leroueil, S Bernander, D Demers, HP Jostad, L Ouehb
Canadian Geotechnical Journal 48 (11), 1696-1712, 2011
912011
Penetration resistance of offshore skirted foundations and anchors in dense sand
KH Andersen, HP Jostad, R Dyvik
Journal of geotechnical and geoenvironmental engineering 134 (1), 106-116, 2008
852008
Shear strength along inside of suction anchor skirt wall in clay
KH Andersen, HP Jostad
Offshore Technology Conference, 2004
722004
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
Centrifuge tests on installation of suction anchors in soft clay
KH Andersen, P Jeanjean, D Luger, HP Jostad
Deepwater Mooring Systems: Concepts, Design, Analysis, and Materials, 13-27, 2003
472003
Experimental study of strain localization in sensitive clays
AS Gylland, HP Jostad, S Nordal
Acta Geotechnica 9 (2), 227-240, 2014
412014
Numerical modeling of progressive failure and its implications for spreads in sensitive clays
A Locat, HP Jostad, S Leroueil
Canadian Geotechnical Journal 50 (9), 961-978, 2013
382013
Effect of skirt-tip geometry on set-up outside suction anchors in soft clay
KH Andersen, L Andresen, HP Jostad, EC Clukey
ASME 2004 23rd International Conference on Offshore Mechanics and Arctic …, 2004
342004
Analyses of progressive failure in long natural slopes
L Andresen, HP Jostad
Proceedings of the 9th Symposium on Numerical Models in Geomechanics-NUMOG …, 2004
332004
Microstructural observations of shear zones in sensitive clay
AS Gylland, H Rueslåtten, HP Jostad, S Nordal
Engineering Geology 163, 75-88, 2013
282013
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 constitutive model for anisotropic and strain-softening clay
L Andresen, HP Jostad
Proceedings of the Numerical Models in Geomechanics, 581-585, 2002
262002
On the incremental behaviour of granular soils
F Calvetti, C Tamagnini, G Viggiani
Numerical Models in Geomechanics, 3-9, 2002
242002
Bearing capacity analysis of anisotropic and strain-softening clays
HP Jostad, L Andresen
Proceedings of NUMOG VIII, Rome, Italy, 469-474, 2002
242002
Effect of strain-softening in design of fills on gently inclined areas with soft sensitive clays
HP Jostad, P Fornes, V Thakur
Landslides in sensitive clays, 305-316, 2014
222014
Numerical modeling of failure mechanisms in sensitive soft clay-Application to offshore geohazards
L Andresen, HP Jostad
Offshore Technology Conference, 2007
222007
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