| Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations G Qiu, S Henke, J Grabe Computers and Geotechnics 38 (1), 30-39, 2011 | 513 | 2011 |
| Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay G Qiu, J Grabe Canadian Geotechnical Journal 49 (12), 1393-1407, 2012 | 130 | 2012 |
| Response of piles with wings to monotonic and cyclic lateral loading in sand B Bienen, J Dührkop, J Grabe, MF Randolph, DJ White Journal of Geotechnical and Geoenvironmental Engineering 138 (3), 364-375, 2012 | 120 | 2012 |
| Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions T Hamann, G Qiu, J Grabe Computers and Geotechnics 63, 279-290, 2015 | 115 | 2015 |
| Numerical investigation of soil plugging inside open-ended piles with respect to the installation method S Henke, J Grabe Acta Geotechnica 3, 215-223, 2008 | 105 | 2008 |
| Numerical simulation of the installation process of full displacement piles T Pucker, J Grabe Computers and Geotechnics 45, 93-106, 2012 | 102 | 2012 |
| Numerical modelling of pile jacking, driving and vibratory driving KP Mahutka, F König, J Grabe Proc., Int. Conf. on Numerical Simulation of Construction Processes in …, 2006 | 86 | 2006 |
| Applications of Coupled Eulerian-Lagrangian method to geotechnical problems with large deformations G Qiu, S Henke, J Grabe Proceeding of SIMULIA customer conference, 420-435, 2009 | 76 | 2009 |
| Effect of variation of the loading direction on the displacement accumulation of large-diameter piles under cyclic lateral loading in sand C Rudolph, B Bienen, J Grabe Canadian geotechnical journal 51 (10), 1196-1206, 2014 | 69 | 2014 |
| Simulation of pile driving by 3-dimensional Finite-Element analysis S Henke, J Grabe Proceedings of 17th European Young Geotechnical Engineers' Conference …, 2006 | 62 | 2006 |
| A 3D smoothed particle hydrodynamics model for erosional dam-break floods A Amicarelli, B Kocak, S Sibilla, J Grabe International Journal of Computational Fluid Dynamics 31 (10), 413-434, 2017 | 50 | 2017 |
| Explicit modeling of cone and strip footing penetration under drained and undrained conditions using a visco‐hypoplastic model G Qiu, J Grabe geotechnik 34 (3), 205-217, 2011 | 44 | 2011 |
| Numerical analysis for the influence of saturation on the base course of permeable pavement with a novel polyurethane binder G Lu, P Liu, T Törzs, D Wang, M Oeser, J Grabe Construction and Building Materials 240, 117930, 2020 | 43 | 2020 |
| Hydraulic properties of polyurethane-bound permeable pavement materials considering unsaturated flow T Törzs, G Lu, AO Monteiro, D Wang, J Grabe, M Oeser Construction and Building Materials 212, 422-430, 2019 | 40 | 2019 |
| Finite‐Elemente‐Analyse zur Vibrationsrammung von Pfählen J Grabe, KP Mahutka Bautechnik 82 (9), 632-640, 2005 | 37 | 2005 |
| Class-A-prediction of lateral pile deformation with respect to vibratory and impact pile driving E Heins, J Grabe Computers and geotechnics 86, 108-119, 2017 | 35 | 2017 |
| Large scale parallelisation of the material point method with multiple GPUs Y Dong, J Grabe Computers and Geotechnics 101, 149-158, 2018 | 34 | 2018 |
| Field measurements regarding the influence of the installation method on soil plugging in tubular piles S Henke, J Grabe Acta geotechnica 8, 335-352, 2013 | 34 | 2013 |
| Numerical modelling and validation of geosynthetic encased columns in soft soils with installation effect SS Nagula, DM Nguyen, J Grabe Geotextiles and geomembranes 46 (6), 790-800, 2018 | 32 | 2018 |
| Numerical modeling of pile installation S Henke, J Grabe Proceedings of the 17th International Conference on Soil Mechanics and …, 2009 | 31 | 2009 |
