| Development of design methods for geosynthetic reinforced flexible pavements SW Perkins, BR Christopher, EL Cuelho, GR Eiksund, I Hoff, ... US Department of Transportation, Federal Highway Administration, Washington …, 2004 | 146 | 2004 |
| Reliability analysis with metamodel line sampling I Depina, TMH Le, G Fenton, G Eiksund Structural Safety 60, 1-15, 2016 | 93 | 2016 |
| Behavior of cyclically loaded monopile foundations for offshore wind turbines in heterogeneous sands I Depina, TMH Le, G Eiksund, T Benz Computers and geotechnics 65, 266-277, 2015 | 72 | 2015 |
| 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 | 68 | 2018 |
| Alternative calculation principle for design of piled embankments with base reinforcement G Svanø, T Ilstad, G Eiksund, A Watn Proceedings of the 4th Conference of the GIGS, 2000 | 68 | 2000 |
| Influence of soil parameters on the fatigue lifetime of offshore wind turbines with monopile support structure S Schafhirt, A Page, GR Eiksund, M Muskulus Energy Procedia 94, 347-356, 2016 | 50 | 2016 |
| Geological and geotechnical characterisation for offshore wind turbine foundations: A case study of the Sheringham Shoal wind farm TMH Le, GR Eiksund, PJ Strøm, M Saue Engineering geology 177, 40-53, 2014 | 50 | 2014 |
| A mechanistic–empirical model for base-reinforced flexible pavements SW Perkins, BR Christopher, EL Cuelho, GR Eiksund, CS Schwartz, ... International Journal of Pavement Engineering 10 (2), 101-114, 2009 | 49 | 2009 |
| 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 | 43 | 2018 |
| Impact of foundation modelling in offshore wind turbines: Comparison between simulations and field data AM Page, V Næss, JB De Vaal, GR Eiksund, TA Nygaard Marine Structures 64, 379-400, 2019 | 39 | 2019 |
| A macro-element model for multidirectional cyclic lateral loading of monopiles in clay AM Page, G Grimstad, GR Eiksund, HP Jostad Computers and Geotechnics 106, 314-326, 2019 | 38 | 2019 |
| A new foundation model for integrated analyses of monopile-based offshore wind turbines AM Page, KS Skau, HP Jostad, GR Eiksund Energy Procedia 137, 100-107, 2017 | 38 | 2017 |
| Modelling of soil-structure-interaction for flexible caissons for offshore wind turbines KS Skau, HP Jostad, G Eiksund, H Sturm Ocean Engineering 171, 273-285, 2019 | 27 | 2019 |
| Cone penetration data classification with Bayesian Mixture Analysis I Depina, TMH Le, G Eiksund, P Strøm Georisk: Assessment and management of risk for engineered systems and …, 2016 | 23 | 2016 |
| Cyclic triaxial tests on reinforced base course material G Eiksund, I Hoff, S Perkins Proceedings EuroGeo3, DGGT, Munich, Germany 2, 619-624, 2004 | 23 | 2004 |
| Modeling Effects on Reinforcement of Lateral Confinement of Roadway Aggregate SW Perkins, BR Christopher, GR Eiksund, CS Schwartz, G Svanø Advances in Pavement Engineering, 1-14, 2005 | 22 | 2005 |
| Evaluation of installation effects on set-up of field displacement piles in sand I Anusic, BM Lehane, GR Eiksund, MA Liingaard Canadian Geotechnical Journal 56 (4), 461-472, 2019 | 19 | 2019 |
| Testing and modeling of cyclically loaded rock anchors J Tistel, G Grimstad, G Eiksund Journal of Rock Mechanics and Geotechnical Engineering 9 (6), 1010-1030, 2017 | 19 | 2017 |
| Influence of installation method on static lateral response of displacement piles in sand I Anusic, BM Lehane, GR Eiksund, MA Liingaard Geotechnique Letters 9 (3), 193-197, 2019 | 18 | 2019 |
| REDWIN–REDucing cost in offshore WINd by integrated structural and geotechnical design KS Skau, AM Page, AM Kaynia, F Løvholt, K Norén-Cosgriff, H Sturm, ... Journal of Physics: Conference Series 1104 (1), 012029, 2018 | 18 | 2018 |
Gustav GrimstadProfessorVerified email at ntnu.no
