| Foreword |
| Kohji Tokimatsu and H. Di Benedetto |
|
| TECHNICAL PAPERS |
| Effect of End Platens on Microstructure
Evolution in Dilatant Specimens |
| J. D. Frost and C.-T. Yang |
... 1 |
| Behavior of Uncemented Sands
and Grouted Sands before Peak Strength |
| C. Dano and P.-Y. Hicher |
... 13 |
| Generalised Effective Stress
Analysis of Strength and Small Strains Behaviour of a Silty
Sand, from Dry to Saturated State |
| J. M. Fleureau, S. Hadiwardoyo and A. Gomes
Correia |
... 21 |
| Deformation and Degradation
Mechanics of Recycled Ballast Stabilised with Geosynthetics |
| B. Indraratna and W. Salim |
... 35 |
| Deformation-Strength Evaluation
of Crushable Volcanic Soils by Laboratory and In-Situ Testing |
| Seiichi Miura, Kazuyoshi Yagi and Tsuyoshi Asonuma |
... 47 |
| Anisotropic Multiple Yielding
of Dense Toyoura Sand in p'-Constant Shear Plane |
| S.K. Chaudhary and Jiro Kuwano |
... 59 |
| Deformation Characteristics
of Soils with Variations of Capillary Pressure and Water Content |
| D.-S. Kim, W.-S. Seo and M.-J. Kim |
... 71 |
| Interface Load Transfer Degradation
during Cyclic Loading: A Microscale Investigation |
| J. T. DeJong, M. F. Randolph and D. J. White |
... 81 |
| Grain Rotation versus Continuum
Rotation during Shear Deformation of Granular Assembly |
| Takashi Matsushima, Hidetaka Saomoto, YosukeTsubokawa
and Yasuo Yamada |
... 95 |
| Creep, Ageing and Microstructural
Change in Dense Granular Materials |
| E.T.Bowman and Kenichi Soga |
... 107 |
| Effects of Fe-Oxides Cementation
on the Deformation Characteristics of a Highly Weathered Old
Alluvium in San Juan, Puerto Rico |
| G.Zhang, J.T.Germaine and A.J.Whittle |
... 119 |
| Time-Dependent Behaviour of
Oil Reservoir Chalk: A Multiphase Approach |
| V. De Gennaro, P. Delage, Y.-J. Cui, Ch. Schroeder
and F. Collin |
... 131 |
| Evaluation of Undrained Cyclic
Strength of Gravelly Soil by Shear Modulus |
| Yukihisa Tanaka |
... 149 |
| Analysis and Prediction of
Shear Banding under 3D Conditions in Granular Materials |
| P. V. Lade |
... 161 |
| One-Dimensional Consolidation
Modeling Based on the Isotach Law for Normally Consolidated
Clays |
| Goro Imai, Yosuke Tanaka and Hiroyuki Saegusa |
... 173 |
| Step-Changed Strain Rate Effect
on the Stress-Strain Relations of Clay and a Constitutive
Modeling |
| Fusao Oka, Takeshi Kodaka, Sayuri Kimoto, Shigenao
Ishigaki and Chiyuki Tsuji |
... 189 |
| Obtaining Isotache Parameters
from a C.R.S.Ko-Oedometer, and the Limits of Their
Usefulness |
| E.J.den Haan and Shoji Kamao |
... 203 |
| A Constitutive Model for Crushed
Granular Aggregates Which Includes Suction Effects |
| C. Chavez and E. E. Alonso |
... 215 |
| Predicted and Observed Performance
of an Oil Tank Founded on Soil-Cement Columns in Clayey Soils |
| S. Rampello and L. Callisto |
... 229 |
|
ANNOUNCEMENT |
... 243 |
|
JGS NEWS |
... I-III |
