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David Mašín
David Mašín
Charles University, Prague, Faculty of Science
Verified email at natur.cuni.cz - Homepage
Title
Cited by
Cited by
Year
A hypoplastic constitutive model for clays
D Mašín
International Journal for numerical and analytical methods in Geomechanics …, 2005
4212005
Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils
D Mašín
International Journal for Numerical and Analytical Methods in Geomechanics …, 2010
1932010
Cyclic lateral response and failure mechanisms of semi-rigid pile in soft clay: centrifuge tests and numerical modelling
Y Hong, B He, LZ Wang, Z Wang, CWW Ng, D Mašín
Canadian Geotechnical Journal 54 (6), 806-824, 2017
1842017
The soilmodels. info project
G Gudehus, A Amorosi, A Gens, I Herle, D Kolymbas, D Mašín, ...
International Journal for Numerical and Analytical Methods in Geomechanics …, 2008
1752008
Comparison of different probabilistic methods for predicting stability of a slope in spatially variable c–φ soil
R Suchomel, D Mašı
Computers and Geotechnics 37 (1-2), 132-140, 2010
1632010
Clay hypoplasticity with explicitly defined asymptotic states
D Mašín
Acta Geotechnica 8, 481-496, 2013
1552013
Clay hypoplasticity model including stiffness anisotropy
D Mašín
Géotechnique 64 (3), 232-238, 2014
1512014
Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels
CWW Ng, T Boonyarak, D Mašín
Canadian Geotechnical Journal 50 (9), 935-946, 2013
1482013
Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays
D Mašín
Engineering Geology 165, 73-88, 2013
1202013
A hypoplastic constitutive model for clays with meta-stable structure
D Ma ín
Canadian geotechnical journal 44 (3), 363-375, 2007
1082007
Sandstone landforms shaped by negative feedback between stress and erosion
J Bruthans, J Soukup, J Vaculikova, M Filippi, J Schweigstillova, AL Mayo, ...
Nature Geoscience 7 (8), 597-601, 2014
1062014
Benchmark of constitutive models for unsaturated soils
F d'Onza, D Gallipoli, S Wheeler, F Casini, J Vaunat, N Khalili, L Laloui, ...
Géotechnique 61 (4), 283-302, 2011
1012011
3D Modeling of an NATM Tunnel in High Clay Using Two Different Constitutive Models
D Mašín
Journal of geotechnical and geoenvironmental engineering 135 (9), 1326-1335, 2009
972009
Hypoplastic Cam-clay model
D Mašín
Géotechnique 62 (6), 549-553, 2012
962012
A hypoplastic model for mechanical response of unsaturated soils
D Mašín, N Khalili
International Journal for Numerical and Analytical Methods in Geomechanics …, 2008
882008
State boundary surface of a hypoplastic model for clays
D Mašín, I Herle
Computers and Geotechnics 32 (6), 400-410, 2005
882005
A thermo‐mechanical model for variably saturated soils based on hypoplasticity
D Mašín, N Khalili
International journal for numerical and analytical methods in geomechanics …, 2012
852012
Graphical representation of constitutive equations
G Gudehus, D Mašín
Géotechnique 59 (2), 147-151, 2009
842009
Small strain stiffness anisotropy of natural sedimentary clays: review and a model
D Mašín, J Rott
Acta Geotechnica 9, 299-312, 2014
822014
A unified lateral soil reaction model for monopiles in soft clay considering various length-to-diameter (L/D) ratios
L Wang, Y Lai, Y Hong, D Mašín
Ocean Engineering 212, 107492, 2020
812020
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