| Two‐phase dynamic analysis by material point method I Jassim, D Stolle, P Vermeer International journal for numerical and analytical methods in geomechanics …, 2013 | 241 | 2013 |
| Lateral pipe–soil interaction in sand with reference to scale effect PJ Guo, DFE Stolle Journal of geotechnical and geoenvironmental engineering 131 (3), 338-349, 2005 | 137 | 2005 |
| From the classical theory of secondary compression to modern creep analysis PA Vermeer, DFE Stolle, PG Bonnier Proc. Computer Methods and advances in Geomechanics, 2469-2478, 1998 | 92 | 1998 |
| A consolidation model for a creeping clay DFE Stolle, PA Vermeer, PG Bonnier Canadian geotechnical journal 36 (4), 754-759, 1999 | 66 | 1999 |
| Deformation of strain softening materials Part II: Modelling of strain softening response S Pietruszczak, DFE Stolle Computers and Geotechnics 4 (2), 109-123, 1987 | 62 | 1987 |
| An investigation of scaling and dimensional analysis of axially loaded piles G Sedran, DFE Stolle, RG Horvath Canadian geotechnical journal 38 (3), 530-541, 2001 | 59 | 2001 |
| Numerical stability for modelling of dynamic two‐phase interaction MMJ Mieremet, DF Stolle, F Ceccato, C Vuik International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 58 | 2016 |
| Resilient modulus properties of granular highway materials D Stolle, P Guo, Y Liu Canadian Journal of Civil Engineering 36 (4), 639-654, 2009 | 57 | 2009 |
| Modelling of sand behaviour under earthquake excitation S Pietruszczak, DFE Stolle International journal for numerical and analytical methods in geomechanics …, 1987 | 52 | 1987 |
| Nonisothermal two‐dimensional film casting of a viscous polymer S Smith, D Stolle Polymer Engineering & Science 40 (8), 1870-1877, 2000 | 49 | 2000 |
| A soft soil model and experiences with two integration schemes DFE STOLLE, PG Bonnier, PA Vermeer Numerical models in geomechanics: NUMOG VI, 123-128, 1997 | 41 | 1997 |
| Modeling transient groundwater flow and piping under dikes and dams JM Van Esch, JB Sellmeijer, D Stolle 3rd international symposium on computational geomechanics (ComGeo III) 9, 2013 | 39 | 2013 |
| Deformation of strain softening materials: Part I: Objectivity of finite element solutions based on conventional strain softening formulations S Pietruszczak, DFE Stolle Computers and Geotechnics 1 (2), 99-115, 1985 | 37 | 1985 |
| Mechanical properties of reclaimed asphalt pavement—natural aggregate blends for granular base DFE Stolle, P Guo, JJ Emery Canadian Journal of Civil Engineering 41 (6), 493-499, 2014 | 36 | 2014 |
| Numerical simulation of film casting using an updated Lagrangian finite element algorithm S Smith, D Stolle Polymer Engineering & Science 43 (5), 1105-1122, 2003 | 32 | 2003 |
| Modelling of membranes in the material point method with applications F Hamad, D Stolle, P Vermeer International Journal for Numerical and Analytical Methods in Geomechanics …, 2015 | 30 | 2015 |
| On the failure of granular materials with fabric effects PJ Guo, DFE Stolle Soils and foundations 45 (4), 1-12, 2005 | 29 | 2005 |
| Parameter estimates of pavement structure layers and uniqueness of the solution D Stolle, D Hein Nondestructive Testing of Pavements and Backcalculation of Moduli, 1989 | 29 | 1989 |
| Frustum confining vessel for testing model piles RG Horvath, D Stolle Canadian Geotechnical Journal 33 (3), 499-504, 1996 | 28 | 1996 |
| An interpretation of initial stress and strain methods, and numerical stability DFE Stolle International journal for numerical and analytical methods in geomechanics …, 1991 | 28 | 1991 |
