フォロー
David Mašín
David Mašín
Charles University, Prague, Faculty of Science
確認したメール アドレス: natur.cuni.cz - ホームページ
タイトル
引用先
引用先
A hypoplastic constitutive model for clays
D Mašín
International Journal for numerical and analytical methods in Geomechanics …, 2005
4142005
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
1912010
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
1702008
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
1682017
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
1492013
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
1452013
Clay hypoplasticity model including stiffness anisotropy
D Mašín
Géotechnique 64 (3), 232-238, 2014
1432014
Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays
D Mašín
Engineering Geology 165, 73-88, 2013
1172013
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
1052014
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
1002011
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
942012
State boundary surface of a hypoplastic model for clays
D Mašín, I Herle
Computers and Geotechnics 32 (6), 400-410, 2005
882005
A hypoplastic model for mechanical response of unsaturated soils
D Mašín, N Khalili
International Journal for Numerical and Analytical Methods in Geomechanics …, 2008
862008
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
842012
Graphical representation of constitutive equations
G Gudehus, D Mašín
Géotechnique 59 (2), 147-151, 2009
832009
Small strain stiffness anisotropy of natural sedimentary clays: review and a model
D Mašín, J Rott
Acta Geotechnica 9, 299-312, 2014
782014
Directional response of a reconstituted fine‐grained soil—part ii: Performance of different constitutive models
D Mašín, C Tamagnini, G Viggiani, D Costanzo
International Journal for Numerical and Analytical Methods in Geomechanics …, 2006
782006
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