| Modelling creep behaviour of anisotropic soft soils N Sivasithamparam, M Karstunen, P Bonnier Computers and Geotechnics 69, 46-57, 2015 | 184 | 2015 |
| Typical embankment settlement/heave patterns of the Qinghai–Tibet highway in permafrost regions: Formation and evolution F Yu, J Qi, Y Lai, N Sivasithamparam, X Yao, M Zhang, Y Liu, G Wu Engineering Geology 214, 147-156, 2016 | 87 | 2016 |
| Influence of stone column installation on settlement reduction J Castro, M Karstunen, N Sivasithamparam Computers and Geotechnics 59, 87-97, 2014 | 86 | 2014 |
| Undrained expansion of a cylindrical cavity in clays with fabric anisotropy: theoretical solution N Sivasithamparam, J Castro Acta Geotechnica 13 (3), 729-746, 2018 | 68 | 2018 |
| Permissible range of model parameters for natural fine-grained materials JP Gras, N Sivasithamparam, M Karstunen, J Dijkstra Acta Geotechnica 13, 387-398, 2018 | 53 | 2018 |
| Stone column settlement performance in structured anisotropic clays: the influence of creep BG Sexton, BA McCabe, M Karstunen, N Sivasithamparam Journal of Rock Mechanics and Geotechnical Engineering 8 (5), 672-688, 2016 | 53 | 2016 |
| An anisotropic elastoplastic model for soft clays based on logarithmic contractancy N Sivasithamparam, J Castro International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 51 | 2016 |
| Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand HP Jostad, BM Dahl, A Page, N Sivasithamparam, H Sturm Géotechnique 70 (8), 682-699, 2020 | 50 | 2020 |
| Strategy for consistent model parameter calibration for soft soils using multi-objective optimisation JP Gras, N Sivasithamparam, M Karstunen, J Dijkstra Computers and Geotechnics 90, 164-175, 2017 | 42 | 2017 |
| Comparison of anisotropic rate-dependent models for modeling consolidation of soft clays M Karstunen, M Rezania, N Sivasithamparam, ZY Yin International Journal of Geomechanics 15 (5), A4014003, 2015 | 36 | 2015 |
| Undrained cylindrical cavity expansion in clays with fabric anisotropy and structure: Theoretical solution N Sivasithamparam, J Castro Computers and Geotechnics 120, 103386, 2020 | 35 | 2020 |
| Modeling pile setup in natural clay deposit considering soil anisotropy, structure, and creep effects: Case study M Rezania, M Mousavi Nezhad, H Zanganeh, J Castro, ... International Journal of Geomechanics 17 (3), 04016075, 2017 | 35 | 2017 |
| Creep analysis of an earth embankment on soft soil deposit with and without PVD improvement M Rezania, M Bagheri, MM Nezhad, N Sivasithamparam Geotextiles and Geomembranes 45 (5), 537-547, 2017 | 34 | 2017 |
| Development and implementation of advanced soft soil models in finite elements N Sivasithamparam | 27 | 2012 |
| Consistent Class A & C predictions of the Ballina test embankment A Amavasai, N Sivasithamparam, J Dijkstra, M Karstunen Computers and Geotechnics 93, 75-86, 2018 | 26 | 2018 |
| 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 | 25 | 2015 |
| Modelling rate-dependent behaviour of structured clays M Karstunen, PG Bonnier Proceedings of Installation Effects in Geotechnical Engineering, 43-50, 2013 | 25 | 2013 |
| Impact of cyclic strain accumulation on the tilting behaviour of monopiles in sand: An assessment of the Miner’s rule based on SANISAND-MS 3D FE modelling H Liu, F Pisanò, HP Jostad, N Sivasithamparam Ocean Engineering 250, 110579, 2022 | 23 | 2022 |
| Creep of geomaterials–some finding from the EU project CREEP G Grimstad, M Karstunen, HP Jostad, N Sivasithamparam, M Mehli, ... European Journal of Environmental and Civil Engineering 26 (7), 2521-2536, 2022 | 21 | 2022 |
| Monotonic and cyclic py curves for clay based on soil performance observed in laboratory element tests Y Zhang, KH Andersen, RT Klinkvort, HP Jostad, N Sivasithamparam, ... Offshore technology conference, D031S035R005, 2016 | 19 | 2016 |
Minna KarstunenProfessor in Geotechnical Engineering, Chalmers University of TechnologyVerified email at chalmers.se
