Evaluation of strength coefficients of sandy levee soils under various triaxial test conditions
Takesh Kodaka , Ying Cui , Kyu-Tae Lee , Yoshiki Kobayashi
Japanese Geotechnical Society Special Publication 2 ( 9) 391 -396
2
2016
Continuous River Levee Safety Assessment based on a Reliability Analysis
Y. Honjo , Y. Otake , Y. Hiramatsu , T. Kodaka
1
2015
A seepage-deformation coupled analysis method for unsaturated river embankments
S. Kimoto , T. Kodaka , F. Oka , S. Sunami
Prediction and Simulation Methods for Geohazard Mitigation - Proceedings of the International Symposium on Prediction and Simulation Methods for Geohazard Mitigation, IS-KYOTO 2009 401 -407
2
2009
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 3205 -3240
22
2006
Modelling the non-linear deformation properties of stiff geomaterials
Y. Kohata , F. Tatsuokaj , L. Wang , G. L. Jiang
Geotechnique 47 ( 3) 563 -580
64
1997
A Hydro-Mechanical Coupled Analysis of an Unsaturated River Embankment due to Seepage Flow
Fusao Oka , T. Kodaka , Sayuri Kimoto , R. Kato
Key Engineering Materials 1223 -1230
6
2007
Deformation and stability analysis of rectangular tunnel in soft rock ground using a strain softening type elasto-plastic model
T. Adachi , F. Oka , T. Kodaka , J. Takato
Routledge 533 -538
2017
Elasto-viscoplastic finite element study of the effect of degradation on bearing capacity of footing on clay ground
S. Boonlert , F. Oka , S. Kimoto , T. Kodaka
Geomechanics and Geoengineering 2 ( 4) 235 -251
2
2007
Seepage Failure Analyses of Sandy Ground Using a Liquefaction Analysis Method Based on Finite Deformation Theory
T. Kodaka , F. Oka , R. Morimoto
Computational Mechanics–New Frontiers for the New Millennium 387 -392
7
2001
3D ERT Monitoring of Levee Flooding Experiment Using Multi-current Transmission Technique
Y.Y. Yamashita , T. Kobayashi , H.S. Saito , T. Sugii
23rd European Meeting of Environmental and Engineering Geophysics 2017 ( 1) 1 -5
2017
Observation of compaction bands under triaxial conditions for diatomaceous mudstone
T. Kodaka , F. Oka , H. Kitahara , H. Ohta
Geomechanics and Geotechnics of Particulate Media 69 -75
1
2017
An elasto-viscoplastic model for diatomaceous mudstone and numerical simulation of compaction bands
F. Oka , S. Kimoto , Y. Higo , H. Ohta
International Journal for Numerical and Analytical Methods in Geomechanics 35 ( 2) 244 -263
26
2011
An Elasto-Viscoplastic Model and Multiphase Coupled FE Analysis for Unsaturated Soil
F. Oka , T. Kodaka , S. Kimoto , Y.-S. Kim
Fourth International Conference on Unsaturated Soils 2039 -2050
23
2006
Step-changed strain rate effect on the stress-strain relations of clay and a constitutive modeling
Fusao Oka , Takeshi Kodak , Sayuri Kimoto , Shigenao Ishigaki
Soils and Foundations 43 ( 4) 189 -202
17
2003
Mechanical properties of compacted bentonite-sand mixtures under unsaturated and saturated conditions
Takeshi Kodaka , Ying Cui , Shyogo Furuyama , Hidenori Takada
7th International Congress on Environmental Geotechnics : iceg2014 858
2014
Importance of considering unsaturated triaxial tests including ceramic disk as initial and boundary value problems
Toshihiro Noda , Takahiro Yoshikawa , Takeshi Kodaka
Soils and Foundations
2021
Undrained Shear Strength of Clay Improved with Sand Compaction Piles
Akira Asaoka , Takeshi Kodaka , Mitsuo Nozu
Soils and Foundations 34 ( 4) 23 -32
30
1994
Model Tests and Theoretical Analysis of Reinforced Soil Slopes with Facing Panels
Takeshi Kodaka , Akira Asaoka , Gyaneswor Pokharel
Soils and Foundations 35 ( 1) 133 -145
10
1995
STABILITY ANALYSIS OF REINFORCED SOIL STRUCTURES USING RIGID PLASTIC FINITE ELEMENT METHOD
Akira Asaoka , Takeshi Kodaka , Gyaneswor Pokharel
Soils and Foundations 34 ( 1) 107 -118
17
1994
EXPERIMENTAL STUDY ON THE BEHAVIOR OF UNSATURATED COMPACTED SILT UNDER TRIAXIAL COMPRESSION
Fusao Oka , Takeshi Kodaka , Hirotaka Suzuki , Young Seok Kim
Soils and Foundations 50 ( 1) 27 -44
30
2010