Aeolian sands: Characterization, options of improvement and possible employment in construction–The State-of-the-art MGM Elipe, S López-Querol Construction and Building Materials 73, 728-739, 2014 | 101 | 2014 |
Effect of class F fly ash on fine sand compaction through soil stabilization S Mahvash, S López-Querol, A Bahadori-Jahromi Heliyon 3 (3), 2017 | 95 | 2017 |
Drained cyclic behaviour of loose Dogs Bay sand S López-Querol, MR COOP Géotechnique 62 (4), 281-289, 2012 | 55 | 2012 |
Liquefaction and cyclic mobility model for saturated granular media S LópezQuerol, R Blázquez International journal for numerical and analytical methods in geomechanics …, 2006 | 52 | 2006 |
Numerical modelling of dynamic consolidation on granular soils S LópezQuerol, JA FernándezMerodo, P Mira, M Pastor International journal for numerical and analytical methods in geomechanics …, 2008 | 49 | 2008 |
Improvement of the bearing capacity of confined and unconfined cement-stabilized aeolian sand S Lopez-Querol, J Arias-Trujillo, GME Maria, A Matias-Sanchez, ... Construction and Building Materials 153, 374-384, 2017 | 48 | 2017 |
Improving civil engineering education: Transportation geotechnics taught through project-based learning methodologies S López-Querol, S Sánchez-Cambronero, A Rivas, M Garmendia Journal of Professional Issues in Engineering Education and Practice 141 (1 …, 2015 | 48 | 2015 |
Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework P Navas, CY Rena, S López-Querol, B Li Computers and Geotechnics 79, 55-72, 2016 | 43 | 2016 |
Bbar based algorithm applied to meshfree numerical schemes to solve unconfined seepage problems through porous media P Navas, S LópezQuerol, RC Yu, B Li International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 35 | 2016 |
Explicit meshfree solution for large deformation dynamic problems in saturated porous media P Navas, L Sanavia, S López-Querol, RC Yu Acta geotechnica 13, 227-242, 2018 | 33 | 2018 |
Generalized unconfined seepage flow model using displacement based formulation P Navas, S López-Querol Engineering Geology 166, 140-151, 2013 | 24 | 2013 |
Generalized densification law for dry sand subjected to dynamic loading R Blázquez, S López-Querol Soil Dynamics and Earthquake Engineering 26 (9), 888-898, 2006 | 24 | 2006 |
Optimal transportation meshfree method in geotechnical engineering problems under large deformation regime P Navas, S LópezQuerol, RC Yu, M Pastor International Journal for Numerical Methods in Engineering 115 (10), 1217-1240, 2018 | 23 | 2018 |
Improved 1-D modelling in compound meandering channels with vegetated floodplains JP Martín-Vide, PJM Moreta, S López-Querol Journal of Hydraulic Research 46 (2), 265-276, 2008 | 23 | 2008 |
Effect of polymer emulsion on the bearing capacity of aeolian sand under extreme confinement conditions J Arias-Trujillo, A Matías-Sanchez, B Cantero, S López-Querol Construction and Building Materials 236, 117473, 2020 | 21 | 2020 |
Validation of a new endochronic liquefaction model for granular soil by using centrifuge test data S López-Querol, R Blázquez Soil Dynamics and Earthquake Engineering 27 (10), 920-937, 2007 | 18 | 2007 |
u–w formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme P Navas, L Sanavia, S López-Querol, RC Yu Computational Mechanics 62, 745-760, 2018 | 16 | 2018 |
Numerical methods for SSI analysis of offshore wind turbine foundations S Lopez-Querol, L Cui, S Bhattacharya Wind Energy Engineering, 275-297, 2017 | 15 | 2017 |
Influence of fines content on liquefaction from a critical state framework: the Christchurch earthquake case study D Manzanal, S Bertelli, S Lopez-Querol, T Rossetto, P Mira Bulletin of Engineering Geology and the Environment 80, 4871-4889, 2021 | 13 | 2021 |
Identification of failure mechanisms of road embankments due to liquefaction: optimal corrective measures at seismic sites S López-Querol, R Blázquez Canadian geotechnical journal 43 (9), 889-902, 2006 | 13 | 2006 |