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Dieter Stolle
Dieter Stolle
Professor Emeritus of Civil Engineering, McMaster University
Verified email at mcmaster.ca
Title
Cited by
Cited by
Year
Two‐phase dynamic analysis by material point method
I Jassim, D Stolle, P Vermeer
International journal for numerical and analytical methods in geomechanics …, 2013
2232013
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
1282005
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
871998
A consolidation model for a creeping clay
DFE Stolle, PA Vermeer, PG Bonnier
Canadian geotechnical journal 36 (4), 754-759, 1999
641999
Deformation of strain softening materials Part II: Modelling of strain softening response
S Pietruszczak, DFE Stolle
Computers and Geotechnics 4 (2), 109-123, 1987
631987
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
582001
Resilient modulus properties of granular highway materials
D Stolle, P Guo, Y Liu
Canadian Journal of Civil Engineering 36 (4), 639-654, 2009
532009
Modelling of sand behaviour under earthquake excitation
S Pietruszczak, DFE Stolle
International journal for numerical and analytical methods in geomechanics …, 1987
511987
Nonisothermal two‐dimensional film casting of a viscous polymer
S Smith, D Stolle
Polymer Engineering & Science 40 (8), 1870-1877, 2000
492000
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
482016
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
411997
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
371985
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
352013
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
342014
Numerical simulation of film casting using an updated Lagrangian finite element algorithm
S Smith, D Stolle
Polymer Engineering & Science 43 (5), 1105-1122, 2003
312003
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
292015
Parameter estimates of pavement structure layers and uniqueness of the solution
D Stolle, D Hein
Nondestructive Testing of Pavements and Backcalculation of Moduli, 1989
291989
An interpretation of initial stress and strain methods, and numerical stability
DFE Stolle
International journal for numerical and analytical methods in geomechanics …, 1991
281991
Finite element method for coupled dynamic flow-deformation simulation
J Van Esch, D Stolle, I Jassim
2nd International Symposium on Computational Geomechanics, 2011
272011
On the failure of granular materials with fabric effects
PJ Guo, DFE Stolle
Soils and foundations 45 (4), 1-12, 2005
272005
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