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Soils and Foundations

CONTENTS


TECHNICAL PAPERS
3D-Hopkinson Bar: New Experiments for Dynamic Testing on Soils
J.-F. Semblat, M. P. Luong and G. Gary  ...  1
Flexible Piles in Layered Soil under Eccentric and Inclined Loads
V. V. R. N. Sastry and G. G. Meyerhof  ... 11
Anisotropy of Undrained Shear Strength of an Over-Consolidated Soil by Triaxial and Plane Strain Tests
L. C. Kurukulasuriya, Masanobu Oda and Hidehiko Kazama   ... 21
Engineering Properties of Soil Stabilized by Ferrum Lime and Used for the Application of Road Base
Masashi Kamon, H. Gu and Takeshi Katsumi  ... 31
Cyclic Response of Geotextile-Reinforced Soil
A. K. Ashmawy, P. L. Bourdeau, V. P. Drnevich and M. Dysli  ... 43
Confining Stress Dependency of Mechanical Properties of Sands
Kenichi Maeda and Kinya Miura  ... 53
Relative Density Dependency of Mechanical Properties of Sands
Kenichi Maeda and Kinya Miura  ... 69
The Cam-Clay Models Revised by the SMP Criterion
Hajime Matsuoka, Y.-P. Yao and De' An Sun  ... 81
3-D Elasto-Plastic Finite Element Analyses of Pile Foundations Subjected to Lateral Loading
Akihiko Wakai, Shingo Gose and Kiezo Ugai  ... 97
TECHNICAl NOTE
Investigation of Shear Characteristics of Natural Sands in Japan
Takeaki Fukumoto and Nobuyuki Sumisaki  ...113
DISCUSSIONS
A Method for Correcting Consolidation Parameters for Sample Disturbance Using Volumetric Strain
T. S. Nagaraj, Norihiko Miura and Akira Yamadera  ...121
A Method for Correcting Consolidation Parameters for Sample Disturbance Using Volumetric Strain (closure)
Takaharu Shogaki  ...124
Method of Measurement for the Angle of Repose of Sands
A. M. Ghaly  ...126
Method of Measurement for the Angle of Repose of Sands (closure)
Kinya Miura, Kenichi Maeda and Shosuke Toki  ...127
Preloaded and Prestressed Reinforced Soil
A. M. Ghaly  ...128
Preloaded and Prestressed Reinforced Soil (closure)
Fumio Tatsuoka, Taro Uchimura and Masaru Tateyama  ...129
ANNOUNCEMENTS
...132
JGS NEWS
...I-IV

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