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Pablo Cuéllar
Pablo Cuéllar
Scientific staff, LfU Augsburg
Adresse e-mail validée de lfu.bayern.de
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Pile foundations for offshore wind turbines: Numerical and experimental investigations on the behaviour under short-term and long-term cyclic loading
P Cuéllar
Berlin, Technische Universtität Berlin, Diss., 2011, 2011
1282011
On the quasi-static granular convective flow and sand densification around pile foundations under cyclic lateral loading
P Cuéllar, S Georgi, M Baeßler, W Rücker
Granular Matter 14, 11-25, 2012
992012
A numerical model for the transient analysis of offshore foundations under cyclic loading
P Cuéllar, P Mira, M Pastor, JAF Merodo, M Baeßler, W Rücker
Computers and Geotechnics 59, 75-86, 2014
712014
Ratcheting convective cells of sand grains around offshore piles under cyclic lateral loads
P Cuéllar, M Baeßler, W Rücker
Granular Matter 11 (6), 379-390, 2009
682009
A parallel GPU-based computational framework for the micromechanical analysis of geotechnical and erosion problems
Z Benseghier, P Cuéllar, LH Luu, S Bonelli, P Philippe
Computers and Geotechnics 120, 103404, 2020
212020
Relevance of Free Jet Model for Soil Erosion by Impinging Jets
Z Benseghier, P Cuéllar, LH Luu, JY Delenne, S Bonelli, P Philippe
Journal of Hydraulic Engineering 146 (1), 04019047, 2020
182020
APS Members
P Deepu, S Ravichandran, R Govindarajan, M De Pietro, AA Mailybaev, ...
Sign 12, 13, 0
15*
Erosion onset of a cohesionless granular medium by an immersed impinging round jet
F Brunier-Coulin, P Cuéllar, P Philippe
Physical Review Fluids 2 (3), 034302, 2017
142017
Großversuche an Rammpfählen zur Ermittlung der Tragfähigkeit unter zyklischer Belastung und Standzeit
W Rücker, K Karabeliov, P Cuéllar, M Baeßler, S Georgi
geotechnik 36 (2), 77-89, 2013
142013
Micromechanical analysis of the surface erosion of a cohesive soil by means of a coupled LBM-DEM model
P Cuellar, P Philippe, S Bonelli, N Benahmed, F Brunier-Coulin, J Ngoma, ...
Proceedings of the International Conference on Particles, Barcelona, Spain …, 2015
132015
Generalized Shields criterion for weakly cohesive granular materials
F Brunier-Coulin, P Cuéllar, P Philippe
Physical Review Fluids 5 (3), 034308, 2020
102020
Parameters affecting the localized fluidization in a particle medium
SE Mena, LH Luu, P Cuéllar, P Philippe, JS Curtis
AIChE Journal 63 (5), 1529-1542, 2017
102017
Numerical insight into the micromechanics of jet erosion of a cohesive granular material
P Cuéllar, Z Benseghier, LH Luu, S Bonelli, JY Delenne, F Radjai, ...
EPJ Web of Conferences 140, 15017, 2017
92017
Pore-pressure accumulation and soil softening around pile foundations for offshore wind turbines
P Cuéllar, M Baeßler, W Rücker
ASME 2012 31st International Conference on Ocean, Offshore and Arctic …, 2012
82012
System identification of inverse, multimodal and nonlinear problems using evolutionary computing–Application to a pile structure supported on nonlinear springs
K Karabeliov, P Cuéllar, M Baeßler, W Rücker
Engineering Structures 101, 609-620, 2015
72015
The stability of ballasted tracks supported on vibrating bridge decks, abutments and transition zones
M Baeßler, J Bronsert, P Cuéllar, W Rücker
1st international conference on railway technology: research, development …, 2012
72012
Porenwasserdruckaufbau und Bodenentfestigung um Pfahlgründungen von Offshore‐Windenergieanlagen
P Cuéllar, M Baeßler, S Georgi, W Rücker
Bautechnik 89 (9), 585-593, 2012
62012
Physics of soil erosion at the microscale
P Philippe, P Cuéllar, F Brunier-Coulin, LH Luu, N Benahmed, S Bonelli, ...
EPJ Web of Conferences 140, 08014, 2017
52017
Numerical investigations for the pile foundation of an offshore wind turbine under transient lateral load
P Cuéllar, M Pastor, P Mira, JA Fernández-Merodo, M Baeßler, W Rücker
Numerical Methods in Geotechnical Engineering, 929-936, 2010
52010
Special issues for the coupled transient simulation of laterally loaded offshore piles and novel experimental findings
P Cuéllar, M Baeßler, S Georgi, W Rücker
Veröffentlichungen des Instituts für Bodenmechanik und Felsmechanik der …, 2010
52010
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