| TECHNICAL PAPERS |
| Deducing Pile Responses and Soil Reactions from Inclinometer Data of a Lateral Load Test |
| J.-S. Chiou, C.-H. Chen and Y.-C. Chen |
... 609 |
| Active Pressure for Circular Cut with Berezantzev's and Prater's Theories, Numerical Modeling and
Field Measurements |
| Y.M. Cheng, S.K. Au, Y.Y. Hu and W.B. Wei |
... 621 |
| A
Hysteresis Model of Soil Water Retention Curves Based on Bounding Surface Concept |
| Yuji Kohgo |
... 633 |
|
Seismic Bearing Capacity of a Rigid Footing Adjacent to a
Cohesionless Slope |
| C.-C. Huang and W.-W. Kang |
... 641 |
|
Ground Improvement of Intermediate Reclaimed Land by Compaction through Cavity Expansion of Sand Piles |
| Masaki Nakano, Eiji Yamada and Toshihiro Noda |
... 653 |
|
Large-Scale Experiments on Nonlinear Behavior of Shallow Foundations Subjected to Strong Earthquakes |
| Masahiro Shirato, Tetsuya Kouno, Ryuichi Asai, Shoichi Nakatani, Jiro Fukui and R. Paolucci |
... 673 |
|
Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an
Elasto-Uplift-Plastic Macro Element |
|
Masahiro Shirato, R. Paolucci, Tetsuya Kouno, Shoichi Nakatani, Jiro Fukui, R. Nova and C. di Prisco |
... 693 |
|
The Effect of Fines on
Critical State and Liquefaction Resistance Characteristics of Non-Plastic Silty Sands |
|
|
A. Papadopoulou and T. Tika |
... 713 |
|
Behavior of Liquefied
Sands under Extremely Large Strain Levels in Cyclic Torsional Shear Tests |
|
|
Takashi Kiyota, Takeshi Sato, Junichi Koseki and M. Abadimarand |
... 727 |
|
JGS NEWS |
... I-III |
