| TECHNICAL PAPERS |
| Mathematical Principles in Prediction of Lateral Ground
Displacement Induced by Seismic Liquefaction |
| Ikuo Towhata, R. P. Orense and Hirofumi Toyota
|
... 1 |
| Lateral Capacity of Model Rigid Piles in Cohesionless
Soils |
| Y. V. S. N. Prasad and T. R. Chari |
... 21 |
| Time-Domain Wave Equation Analyses of Single Piles Utilizing
Transformed Radiation Damping |
| D.-W. Chang and S.-H. Yeh |
... 31 |
| Cyclic Shear Strength of Undisturbed and Remoulded Marine
Clays |
| Masayuki Hyodo, A. F. L. Hyde, Yoichi Yamamoto and
Teruhisa Fujii |
... 45 |
| Estimation of Overall Settlement of Piled Rafts |
| Kenichi Horikoshi and M. F. Randolph |
... 59 |
| Strain Rate Dependent Behaviour of a Natural Stiff Clay |
| A. d'Onofrio, F. Silvestri and F. Vinale |
... 69 |
| Experimental Study on Swelling Characteristics of Sand-Bentonite
Mixture for Nuclear Waste Disposal |
| Hideo Komine and Nobuhide Ogata |
... 83 |
| Displacement of Structures Adjacent to Cantilever Sheet
Pile Walls |
| M. Georgiadis and C. Anagnostopoulos |
... 99 |
| Progressive Failure of Heavily Overconsolidated Clays |
| Akira Asaoka, Masaki Nakano, Toshihiro Noda, Toshihiro
Takaine, Kazuhiro Kaneda and D. T. Constantinescu |
...105 |
| Toe Bearing Behaviors of Large Diameter Piles Estimated
by Loading Tests of Small Diameter Piles |
| Hiroaki Nagaoka and Masahiro Yamazaki |
...119 |
| TECHNICAl NOTE |
| Undrained Plane Strain Shear Tests on Saturated Sand
Using a Hollow Cylinder Torsional Shear Apparatus |
| Mitsutoshi Yoshimine, R. Ozay, A. Sezen and A. Ansal |
...131 |
| DISCUSSIONS |
| Laboratory Investigation on Caissons-Deformations and Vertical
Load Distributions |
| A. M. Ghaly |
...137 |
| SPT N-Value and S-Wave Velocity for Gravelly
Soils with Different Grain Size Distribution |
| D. C. F. Lo Presti and M. Jamiolkowski |
...138 |
| SPT N-Value and S-Wave Velocity for Gravelly
Soils with Different Grain Size Distribution |
| Takeji Kokusho and Yasuo Yoshida |
...140 |
| ANNOUNCEMENTS |
| |
...143 |
| JGS NEWS |
| |
...I-II |
