Winkler springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the mobilized strength design concept D Amar Bouzid, S Bhattacharya, SR Dash Geomechanics and Engineering 5 (5), 379-399, 2013 | 61 | 2013 |
Assessment of natural frequency of installed offshore wind turbines using nonlinear finite element model considering soil-monopile interaction DA Bouzid, S Bhattacharya, L Otsmane Journal of Rock Mechanics and Geotechnical Engineering 10 (2), 333-346, 2018 | 48 | 2018 |
Numerical investigation of large-diameter monopiles in sands-critical review and evaluation of both API and newly proposed p-y curves D Amar Bouzid International Journal of Geomechanics, 2018 | 36 | 2018 |
Exact formulation of interface stiffness matrix for axisymmetric bodies under non-axisymmetric loading D Amar Bouzid, B Tiliouine, PA Vermeer Computers and Geotechnics 31 (2), 75-87, 2004 | 27 | 2004 |
Monopile head stiffness for servicibility limit state calculations in assessing the natural frequency of offshore wind turbines MH Aissa, D Amar Bouzid, S Bhattacharya International journal of geotechnical engineering 12 (3), 267-283, 2018 | 26 | 2018 |
Static impedance functions for monopiles supporting offshore wind turbines in nonhomogeneous soils-emphasis on soil/monopile interface characteristics Y Abed, D Amar Bouzid, S Bhattacharya, MH Aissa Earthquakes and Structures 10 (5), 1143-1179, 2016 | 25 | 2016 |
Principal component analysis and neural networks for predicting the pile capacity using the SPT A Benali, A Nechcech, D Amar Bouzid International Journal for Engineering and Technology 15 (1), 162-169, 2013 | 15 | 2013 |
Finite element analysis of slope stability by expanding the mobilized principal stress Mohr's circles–Development, encoding and validation DA Bouzid Journal of Rock Mechanics and Geotechnical Engineering 14 (4), 1165-1179, 2022 | 11 | 2022 |
Analytical quantification of ultimate resistance for sand flowing horizontally around monopile: New py curve formulation D Amar Bouzid International Journal of Geomechanics 21 (3), 04021007, 2021 | 10 | 2021 |
An efficient FE model for SSI: Theoretical background and assessment by predicting the response of large diameter monopiles supporting OWECs L Otsmane, DA Bouzid Computers and Geotechnics 97, 155-166, 2018 | 8 | 2018 |
Dynamic characterization and stability analysis of hydrodynamic journal bearing using the FEM D Boukhelef, A Bounif, D Amar Bouzid Mechanika 17 (5), 503-509, 2011 | 8 | 2011 |
Finite element analysis of a piled footing under horizontal loading D Amar Bouzid Geomechanics and Engineering 3 (1), 29-43, 2011 | 8 | 2011 |
Finite element vertical slices model: validation and application to an embedded square footing under combined loading DA Bouzid, PA Vermeer, B Tiliouine Computers and Geotechnics 32 (2), 72-91, 2005 | 8 | 2005 |
Analyse semi-analytique par éléments finis des pieux isoles sollicites horizontalement dans un milieu a comportement non-linéaire D Amar-Bouzid Alger, Ecole Nationale Polytechnique, 1997 | 8 | 1997 |
A numerical procedure to correlate the subgrade reaction coefficient with soil stiffness properties for laterally loaded piles using the FSAFEM L Medjitna, D Amar Bouzid International Journal of Geotechnical Engineering 13 (5), 458-473, 2019 | 6 | 2019 |
Identification of granular soils strength and stiffness parameters by matching finite element results to PMT data Y Abed, R Bahar, JC Dupla, DJ Amar Bouzid International Journal of Computational Methods 11 (02), 1342001, 2014 | 6 | 2014 |
Fourier series based FE analysis of a disc under prescribed displacements–elastic stress study D Amar Bouzid, PA Vermeer Archive of Applied Mechanics 79, 927-937, 2009 | 6 | 2009 |
Effect of interface characteristics on the influence coefficients of an embedded circular footing under horizontal and moment loading D Amar Bouzid, PA Vermeer Geotechnical and Geological Engineering 25 (5), 487-497, 2007 | 6 | 2007 |
Experimental and Numerical Analysis of a PVC Textile-Sand Confined Structure L Menaa, DA Bouzid, AH Benouali Contemporary Engineering Sciences 4, 179-190, 2009 | 5 | 2009 |
An efficient pseudo three-dimensional finite element model: Presentation and analysis of two soil/foundation interaction problems DA Bouzid, PA Vermeer, B Tiliouine, M Mir International Journal of Computational Methods 2 (02), 231-253, 2005 | 3 | 2005 |