| Vertical Vibration and Additional Distress of Grouped
Piles in Layered Soil |
| G. Mylonakis and G. Gazetas |
... 1 |
| Evaluation of Earth Pressure under Any Lateral Deformation |
| J.-M. Zhang, Yasuhiro Shamoto and Kohji Tokimatsu |
... 15 |
| Settlement of Shallow Foundation due to Cyclic Vertical
Force |
| A. Sawicki, W. ˇSwidziˇnski and B. Zadroga |
... 35 |
| A Two-Surface Model with Anisotropic Hardening and Nonassociated
Flow Rule for Geomaterials |
| Shoichi Kiyama and Takashi Hasegawa |
... 45 |
| A Time-Dependent Bounding Surface Model for Anisotropic
Cohesive Soils |
| M. A. Al-Shamrani and S. Sture |
... 61 |
| Stiffnesses of Abutments on Piles in Seismic Bridge
Analyses |
| M. El-Gamal and R. V. Siddharthan |
... 77 |
| Traces of Slip Surfaces in Reinforced Retaining Structures |
| Ali Porbaha |
... 89 |
| Mechanical Characteristics of EPS Block Fill and Its
Simulation by DEM and FEM |
| Toshiyuki Takahara and Kinya Miura |
... 97 |
| Effect of the Shape of Cyclic Loading on Damping Ratio
at Small Strains |
| M. Vucetic, G. Lanzo and M. Doroudian |
...111 |
| Laboratory Experiments with an Oblique Passive Wall
and Rigid Plasticity Solutions |
| Yoshio Kobayashi |
...121 |
| Inverse Analysis of Dynamic Soil Properties Based on
Seismometer Array Records Using the Extended Bayesian Method |
| Yusuke Honjo, Satoru Iwamoto, Michio Sugimoto, Sadatomo
Onimaru and Mutsuhiro Yoshizawa |
...131 |
| Soil-Structure Interaction of Spread-Base Integral Bridge
Abutments |
| C. Ng, S. Springman and A. Norrish |
...145 |
| Anisotropy in Elastic Deformation of Granular Materials |
| E. Hoque and Fumio Tatsuoka |
...163 |
| Bearing Capacity Predictions of Sand Overlying Clay
Based on Limit Equilibrium Methods |
| Mitsu Okamura, Jiro Takemura and Tsutomu Kimura
|
...181 |
| Stability Analysis of Earth Structures Resisting Earthquake |
| Satoru Ohtsuka, Eiji Yamada and Minoru Matsuo |
...195 |
| A New Design Procedure for Driven Piles and Its Application
to Two Japanese Clays |
| R. J. Jardine, F. C. Chow, T. Matsumoto and B. M.
Lehane |
...207 |
| TECHNICAL NOTES |
| Deformation and Strength of Geogrid-Reinforced Granular
Soil at Plane Strain Conditions |
| Takaya Higuchi, Kenji Ishihara, Yoshimichi Tsukamoto
and Takayuki Masuo |
...221 |
| Degree of Consolidation and Reduction Coefficient concerning
Differential Consolidation Settlements |
| Hideaki Tanahashi |
...229
|
| Simplified Design of Structures Buried in Liquefiable
Soil |
| Yoshiaki Yoshimi |
...235 |
| Deep Penetration of Shallow Foundations on Non-Homogeneous
Soil |
| Y. Hu and M. F. Randolph |
...241 |
| Effect of Short Polymeric Fibers on Crack Development
in Clays |
| S. Ziegler, D. Leshchinsky, H. I. Ling and E. B. Perry |
...247 |
| Soil Identification Using Piezocone Data by Fuzzy Method |
| Tej B. S. Pradhan |
...255 |
| DISCUSSIONS |
| Estimate of Elastic Shear Modulus in Holocene Soil |
| D. C. F. Lo. Presti and M. Jamiolkowski |
...263 |
| Estimate of Elastic Shear Modulus in Holocene Soil Deposits
(closure) |
| Satoru Shibuya and Hiroyuki Tanaka |
...266 |
| Cause of Swelling Phenomena in Tunnelling and a Proposal
for a Design Procedure for a Swelling Tunnel (errata) |
| Ryoki Nakano, Hideyoshi Shimizu and Shinichi Nishimura |
...267 |
| ANNOUNCEMENTS |
...268 |
| JGS NEWS |
...I-III |
