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 | 103 | 2016 |
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), 897-908, 2011 | 98 | 2011 |
Modeling creep and rate effects in structured anisotropic soft clays G Grimstad, SA Degago, S Nordal, M Karstunen Acta Geotechnica 5, 69-81, 2010 | 95 | 2010 |
Experimental study of strain localization in sensitive clays AS Gylland, HP Jostad, S Nordal Acta Geotechnica 9, 227-240, 2014 | 80 | 2014 |
Isogeometric analysis of THM coupled processes in ground freezing YW Bekele, H Kyokawa, AM Kvarving, T Kvamsdal, S Nordal Computers and Geotechnics 88, 129-145, 2017 | 59 | 2017 |
Soil deformation around a penetrating cone in silt P Paniagua, E Andó, M Silva, A Emdal, S Nordal, G Viggiani Géotechnique Letters 3 (4), 185-191, 2013 | 56 | 2013 |
Dynamic instability of clays: an energy approach EA Voznesensky, S Nordal Soil dynamics and earthquake engineering 18 (2), 125-133, 1999 | 50 | 1999 |
Microstructural observations of shear zones in sensitive clay AS Gylland, H Rueslåtten, HP Jostad, S Nordal Engineering Geology 163, 75-88, 2013 | 45 | 2013 |
Long-term effect of potassium chloride treatment on improving the soil behavior of highly sensitive clay—Ulvensplitten, Norway TE Helle, S Nordal, P Aagaard, OK Lied Canadian Geotechnical Journal 53 (3), 410-422, 2015 | 40 | 2015 |
International Centre for Geohazards (ICG): Assessment, prevention and mitigation of geohazards. A Solheim, R Bhasin, FV De Blasio, LH Blikra, S Boyle, A Braathen, ... Norwegian Journal of Geology/Norsk Geologisk Forening 85, 2005 | 39 | 2005 |
Adaptive isogeometric finite element analysis of steady‐state groundwater flow YW Bekele, T Kvamsdal, AM Kvarving, S Nordal International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 35 | 2016 |
Shear bands in undrained plane strain compression of Norwegian quick clays V Thakur, S Nordal, G Viggiani, P Charrier Canadian Geotechnical Journal 55 (1), 45-56, 2018 | 34 | 2018 |
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 | 32 | 2009 |
Multi-temporal satellite image composites in google earth engine for improved landslide visibility: A case study of a glacial landscape E Lindsay, R Frauenfelder, D Rüther, L Nava, L Rubensdotter, J Strout, ... Remote Sensing 14 (10), 2301, 2022 | 30 | 2022 |
A soil model for consolidation and creep G Svanø, S Christensen, S Nordal Proc., European Conf. on Soil Mechanics and Foundation Engineering, 269-272, 1991 | 28 | 1991 |
Geotechnical engineering advanced course S Nordal Lecture Notes, 2020 | 25 | 2020 |
In situ improvement of highly sensitive clays by potassium chloride migration TE Helle, P Aagaard, S Nordal Journal of Geotechnical and Geoenvironmental Engineering 143 (10), 04017074, 2017 | 25 | 2017 |
MPM modelling of debris flow entrainment and interaction with an upstream flexible barrier H Vicari, QA Tran, S Nordal, V Thakur Landslides 19 (9), 2101-2115, 2022 | 22 | 2022 |
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier H Vicari, CWW Ng, S Nordal, V Thakur, WARK De Silva, H Liu, CE Choi Canadian Geotechnical Journal 59 (6), 1007-1019, 2022 | 22 | 2022 |
Bifurcation analysis of frictional materials HP Jostad, S Nordal Numerical models in geomechanics, 173-179, 1995 | 21 | 1995 |