| Back Analysis Technique for Slope Stabilization Works
of Embankment Landslide due to Foundation Instability |
| A. S. Al-Homoud, A. I. Husein Malkawi, A. A. Basma
and A. B. Tal |
... 1 |
| Design of Laterally Loaded Piles in Cohesive Soils Using
p-y Curves |
| D. Wu, B. B. Broms and V. Choa |
... 17 |
| An Elasto-Viscoplastic Constitutive Model with Strain
Softening |
| Toshihisa Adachi, Fusao Oka and F. Zhang |
... 27 |
| Wave-Induced Seabed Instability: Difference between
Liquefaction and Shear Failure |
| Kouki Zen, D. S. Jeng, J. R. C. Hsu and Takumi Ohyama |
... 37 |
| Interaction Factors for Pile Groups due to Downdrag |
| S. Jeong and S. Kim |
... 49 |
| Modelling Temperature and Strain Rate Dependent Behavior
of Clays: One Dimensional Consolidation |
| Atsushi Yashima, S. Leroueil, Fusao Oka and I. Guntoro |
... 63 |
| Consolidation Deformation Behavior of Lightly and Heavily
Overconsolidated Clay Foundations |
| Akira Asaoka, Toshihiro Noda and G. S. K. Fernando |
... 75 |
| Scale Effect of a Shallow Circular Anchor in Dense Sand |
| Toshinori Sakai and Tadatsugu Tanaka |
... 93 |
| Estimation of Relations between Point Bearing Loads
and Settlements of Bored Precast Piles Using Soil Boring Log Informations |
| Hiroaki Nagaoka and Masahiro Yamazaki |
...101 |
| Flow Deformation of Sands Subjected to Principal Stress
Rotation |
| Yukio Nakata, Masayuki Hyodo, Hidekazu Murata and
Noriyuki Yasufuku |
...115 |
| Point Bearing Capacity of Non-Displacement Piles in
Hard Clay |
| Yukio Kobayashi and Masaki Fuchimoto |
...129 |
| Seismic Earth Pressure Theory for Retaining Walls under
Any Lateral Displacement |
| J.-M. Zhang, Yasuhiro Shamoto and Kohji Tokimatsu |
...143 |
| Centrifuge Model Tests of Nailed Soil Slopes |
| Kouji Tei, R. N. Taylor and G. W. E. Milligan |
...165 |
| The Pull-Out Resistance of Model Soil Nails |
| G. W. E. Milligan and Kouji Tei |
...179 |
| Cyclic Rotational Simple-Shear Behaviour of Sand-Steel
Interfaces |
| E. Evgin and K. Fakharian |
...191 |
| Failure Envelope of Cohesive Soils in the Ultra-Low
Stress Range |
| D. A. Zreik, J. T. Germaine and C. C. Ladd |
...201 |
| A Method of Correcting Yield Stress and Compression
Index of Ariake Clays for Sample Disturbance |
| Z. Hong and Katsutada Onitsuka |
...211 |
| DISCUSSIONS |
| Response of Poro-Elastoplastic Beds to Standing Waves
(closure) |
| Hideo Sekiguchi, Katsutoshi Kita and Osamu Okamoto |
...223 |
| Comparison of the Hyperbolic and Asaoka Observational
Methods of Monitoring Consolidation with Vertical Drains |
| S. K. Tewatia |
...224 |
| Comparison of the Hyperbolic and Asaoka Observational
Methods of Monitoring Consolidation with Vertical Drains (closure) |
| S.-A. Tan and S.-H. Chew |
...227 |
| ANNOUNCEMENTS |
...228 |
| JGS NEWS |
...I-V |
