关注
Takeshi Kodaka
Takeshi Kodaka
在 meijo-u.ac.jp 的电子邮件经过验证
标题
引用次数
引用次数
年份
Characterising the pre-failure deformation properties of geomaterials
F Tatsuoka, RJ Jardine, DL Presti, HD Benedetto, T Kodaka
Fourteenth international conference on soil mechanics and foundation …, 1999
3411999
Modelling the non-linear deformation properties of stiff geomaterials
Y Kohata, F Tatsuokaj, L Wang, GL Jiang, E Hoque, T Kodaka
Geotechnique 47 (3), 563-580, 1997
1241997
Experimental study on the behavior of unsaturated compacted silt under triaxial compression
F Oka, T Kodaka, H Suzuki, YS Kim, N Nishimatsu, S Kimoto
Soils and foundations 50 (1), 27-44, 2010
742010
Undrained shear strength of clay improved with sand compaction piles
A Asaoka, T Kodaka, M Nozu
Soils and foundations 34 (4), 23-32, 1994
741994
An elasto-viscoplastic model and multiphase coupled FE analysis for unsaturated soil
F Oka, T Kodaka, S Kimoto, YS Kim, N Yamasaki
Unsaturated Soils 2006, 2039-2050, 2006
582006
A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi‐layered ground
F Oka, T Kodaka, YS Kim
International journal for numerical and analytical methods in geomechanics …, 2004
542004
An elasto‐viscoplastic model for diatomaceous mudstone and numerical simulation of compaction bands
F Oka, S Kimoto, Y Higo, H Ohta, T Sanagawa, T Kodaka
International Journal for Numerical and Analytical Methods in Geomechanics …, 2011
492011
Stability analysis of reinforced soil structures using rigid plastic finite element method
A Asaoka, T Kodaka, G Pokharel
Soils and Foundations 34 (1), 107-118, 1994
451994
Three-dimensional strain localization of water-saturated clay and numerical simulation using an elasto-viscoplastic model
Y Higo, F Oka, T Kodaka, S Kimoto
Philosophical Magazine 86 (21-22), 3205-3240, 2006
422006
Step-changed strain rate effect on the stress-strain relations of clay and a constitutive modeling
F Oka, T KODAKA, S Kimoto, S Ishigaki, C Tsuji
Soils and foundations 43 (4), 189-202, 2003
382003
Modeling of cyclic deformation and strength characteristics of silica treated sand
T Kodaka, F Oka, Y Ohno, T Takyu, N Yamasaki
Geomechanics: Testing, modeling, and simulation, 205-216, 2005
322005
Effects of sample shape on the strain localization of water‐saturated clay
T Kodaka, Y Higo, S Kimoto, F Oka
International journal for numerical and analytical methods in geomechanics …, 2007
302007
Cyclic shear characteristics of treated sand with colloidal silica grout
T Kodaka, Y Ohno, T Takyu
Proceedings of the 16th international conference on soil mechanics and …, 2005
292005
A numerical simulation of triaxial tests of unsaturated soil at constant water and air content by using an elasto-viscoplastic model
H Suzuki, F Oka, H Feng, S Kimoto, T Kodaka
Unsaturated Soils. Advances in Geo-Engineering, 735-741, 2008
262008
Model tests and theoretical analysis of reinforced soil slopes with facing panels
T Kodaka, A Asaoka, G Pokharel
Soils and Foundations 35 (1), 133-145, 1995
261995
A multi-phase coupled FE analysis using an elasto-viscoplastic model for unsaturated soil
F Oka, T Kodaka, S Kimoto, YS Kim, N Yamasaki
Geomechanics II: Testing, Modeling, and Simulation, 124-131, 2006
252006
Seepage failure experiments and their analyses of loose and medium dense sands
A Asaoka, T Kodaka
Soils and Foundations 32 (3), 117-129, 1992
251992
Analysis of the effect of groundwater level on the seismic behavior of an unsaturated embankment on clayey ground
T Yoshikawa, T Noda, T Kodaka, T Takaine
Soil Dynamics and Earthquake Engineering 85, 217-230, 2016
242016
Strain localization of rectangular clay specimen under undrained triaxial compression conditions
F Oka, T Kodaka, S Kimoto, T Ichinose, Y Higo
Proceedings of the 16th International Conference on Soil Mechanics and …, 2005
242005
Deformation and failure characteristics of rectangular clay specimens under three-dimensional condition
T Kodaka, Y Higo, T Takyu
Proceedings of the International conference on Soil Mechanics and …, 2001
242001
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