Nallathamby Sivasithamparam
Nallathamby Sivasithamparam
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Cited by
Modelling creep behaviour of anisotropic soft soils
N Sivasithamparam, M Karstunen, P Bonnier
Computers and Geotechnics 69, 46-57, 2015
Influence of stone column installation on settlement reduction
J Castro, M Karstunen, N Sivasithamparam
Computers and Geotechnics 59, 87-97, 2014
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
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
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
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
Modelling rate-dependent behaviour of structured clays
M Karstunen, PG Bonnier
Proc. Installation Effects in Geotechnical Engineering, 43-50, 2013
Development and implementation of advanced soft soil models in finite elements
N Sivasithamparam
University of Strathclyde, 2012
Undrained expansion of a cylindrical cavity in clays with fabric anisotropy: theoretical solution
N Sivasithamparam, J Castro
Acta Geotechnica 13 (3), 729-746, 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
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
Permissible range of model parameters for natural fine-grained materials
JP Gras, N Sivasithamparam, M Karstunen, J Dijkstra
Acta Geotechnica 13 (2), 387-398, 2018
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
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
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
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, 2016
On the stress update algorithm of an advanced critical state elasto-plastic model and the effect of yield function equation
M Rezania, N Sivasithamparam, MM Nezhad
Finite Elements in Analysis and Design 90, 74-83, 2014
Improvement of IES wrapper for plug-in of advanced simulation programs
S Nallathamby, M Hori, Y Ariga
Journal of applied mechanics 10, 573-579, 2007
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, 1-16, 2017
Comparison of two anisotropic creep models at element level
N Sivasithamparam, M Karstunen, RBJ Brinkgreve, PG Bonnier
Installation Effects in Geotechnical Engineering, 18, 2013
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