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Konstantinos Georgiadis
Konstantinos Georgiadis
Professor, School of Civil Engineering, Aristotle University of Thessaloniki
Verified email at civil.auth.gr
Title
Cited by
Cited by
Year
Undrained lateral pile response in sloping ground
K Georgiadis, M Georgiadis
Journal of geotechnical and geoenvironmental engineering 136 (11), 1489-1500, 2010
1882010
Undrained bearing capacity of strip footings on slopes
K Georgiadis
Journal of geotechnical and geoenvironmental engineering 136 (5), 677-685, 2010
1502010
Development of p–y curves for undrained response of piles near slopes
K Georgiadis, M Georgiadis
Computers and Geotechnics 40, 53-61, 2012
1012012
Three-dimensional constitutive model for partially and fully saturated soils
K Georgiadis, DM Potts, L Zdravkovic
International Journal of Geomechanics 5 (3), 244-255, 2005
942005
The influence of partial soil saturation on pile behaviour
K Georgiadis, DM Potts, L Zdravkovic
Géotechnique 53 (1), 11-25, 2003
922003
The influence of load inclination on the undrained bearing capacity of strip footings on slopes
K Georgiadis
Computers and Geotechnics 37 (3), 311-322, 2010
802010
Lateral bearing capacity of rigid piles near clay slopes
K Georgiadis, M Georgiadis, C Anagnostopoulos
Soils and Foundations 53 (1), 144-154, 2013
732013
An upper-bound solution for the undrained bearing capacity of strip footings at the top of a slope
K Georgiadis
Géotechnique 60 (10), 801-806, 2010
582010
Development, implementation and application of partially saturated soil models in finite element analysis
K GEORGIADIS
Imperial College, 2003
402003
Ultimate lateral pressure of two side-by-side piles in clay
K Georgiadis, SW Sloan, AV Lyamin
Geotechnique 63 (9), 733-745, 2013
382013
Modelling the shear strength of soils in the general stress space
K Georgiadis, DM Potts, L Zdravkovic
Computers and Geotechnics 31 (5), 357-364, 2004
352004
Undrained limiting lateral soil pressure on a row of piles
K Georgiadis, SW Sloan, AV Lyamin
Computers and Geotechnics 54, 175-184, 2013
322013
Effect of loading direction on the ultimate lateral soil pressure of two piles in clay
K Georgiadis, SW Sloan, AV Lyamin
Geotechnique, 2013
222013
Numerical investigation of the mechanical behaviour of single energy piles and energy pile groups
C Tsetoulidis, A Naskos, K Georgiadis
Proceedings of the 1st International Conference on Energy Geotechnics, Kiel …, 2016
192016
Undrained bearing capacity of tripod skirted foundations under eccentric loading
T Stergiou, D Terzis, K Georgiadis
geotechnik 38 (1), 17-27, 2015
192015
Variation of limiting lateral soil pressure with depth for pile rows in clay
K Georgiadis
Computers and Geotechnics 62, 164-174, 2014
182014
Heating and cooling induced stresses and displacements in heat exchanger piles in sand
K Georgiadis, D Skordas, I Kamas, E Comodromos
Renewable Energy 147, 2599-2617, 2020
152020
Effect of torsion on the undrained limiting lateral resistance of piles in clay
K Georgiadis, B Sheil
Géotechnique 70 (8), 700-710, 2020
132020
Lower bound limit analysis of 2D steel frames with foundation–structure interaction
KD Nikolaou, K Georgiadis, CD Bisbos
Engineering Structures 118, 41-54, 2016
122016
Synthesis of a benchmark exercise for geotechnical analysis of a thermoactive pile
J Habert, H Mroueh, J Josifovski, W Bogusz, D Sterpi, K Georgiadis
Environmental Geotechnics 7 (4), 225-236, 2019
112019
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