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Soils and Foundations

CONTENTS

TECHNICAL PAPERS
Undrained Shear Characteristics of Saturated Sand under Anisotropic Consolidation
Susumu Kato, Kenji Ishihara and Ikuo Towhata ... 1
Effects of Stress History due to Unsaturation and Drainage Condition on Shear Properties of Unsaturated Cohesive Soil
Hirofumi Toyota, Naoki Sakai and Tomoyoshi Nishimura ... 13
Microscopic Observation on Progressive Failure of Reinforced Foundations
Kentaro Yamamoto and Jun Otani ... 25
Estimation of Toe Load-Settlement Relation of Non-Displacement Piles Based on Back-Analysis of In-Situ Tests
Hiroaki Nagaoka, Masahiro Yamazaki, Ying Zhang and Takeshi Okamura  ... 39
Ground and Pile-Group Responses Due to Tunnelling
N. Loganathan, H. G. Poulos and K. J. Xu ...57
Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression 
Yukio Nakata, Masayuki Hyodo, A. F. L. Hyde, Yoshinori Kato and Hidekazu Murata ... 69
Characteristics of Soils with Low Plasticity: Intermediate Soil from Ishinomaki, Japan and Lean Clay from Drammen, Norway
Hiroyuki Tanaka, Masanori Tanaka and D. R. Shiwakoti  ... 83
Time-Dependent Behavior of Crushable Materials in One-Dimensional Compression Tests
Masataka Takei, Osamu Kusakabe and Taketo Hayashi ...97
General Interpretation on Natural Void Ratio-Overburden Pressure Relationship of Marine Deposits (Domestic Edition only)
Takashi Tsuchida ...127

A Proposal of Test Method for Determination of the Liquid Limits of Soils by Fall Cone Method (Domestic Edition only)

Yukio Furukawa, Hidehiko Kazama and Tatsushi Fujita ...145
DISCUSSIONS
Empirical Correlation between SPT N-Value and Relative Density for Sandy Soils
C. Cherubini and M. Lupo ...123
Empirical Correlation between SPT N-Value and Relative Density for Sandy Soils (closure)

M. Cubrinovski and Kenji Ishihara

...124
Displacement of Structures Adjacent to Cantilever Sheet Pile Walls (closure)
M. Georgiadis and C. Anagnostopoulos ...125
ANNOUNCEMENTS
...126
JGS NEWS
...I-III

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