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Soils and Foundations

CONTENTS

TECHNICAL PAPERS
Frequency Dependent Property of Waves in Saturated Soil
Kinya Miura, Nozomu Yoshida and Y.-S. Kim ... 1
Evaluation of Time-Dependent Deformation Properties of Sedimentary Soft Rock and Their Constitutive Modeling
Kimitoshi Hayano, Masashi Matsumoto, Fumio Tatsuoka and Junichi Koseki ... 21
One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength
Yukio Nakata, Yoshinori Kato, Masayuki Hyodo, A. F. L. Hyde and Hidekazu Murata ... 39
Model Tests and FEM Simulation of Some Factors Affecting the Bearing Capacity of a Footing on Sand
M. S. A. Siddiquee, Fumio Tatsuoka, Tadatsugu Tanaka, Kazuo Tani, Kenji Yoshida and Tsutomu Morimoto ... 53
Stress Rate-Elastic Stretching Relations in Elastoplastic Constitutive Equations for Soils 
Koichi Hashiguchi and I. F. Collins ...77
Estimation of Pile Head Stiffness Using Analytical Results of Sonic Integrity Testing (Domestic Edition only)
Kazuo Imada, Tatsunori Matsumoto and Masashi Nakabayashi ...123
Interlink between Metastability Index, MI(G) and Undrained Shear Strength in Aged Holocene Clay Deposit (Domestic Edition only)
Minoru Temma, Satoru Shibuya, Toshiyuki Mitachi and Nobutaka Yamamoto ...133
Time-Dependent Mechanical Behavior of "Assembly of Crushed Mudstones" Deposit (Domestic Edition only)
Masaki Nakano, Toshihiro Noda, Kenji Takagi and Akira Asaoka ...143
TECHNICAL REPORT
Characterization of Yangsan Clay, Pusan, Korea
Hiroyuki Tanaka, Osamu Mishima, Masanori Tanaka, S.-Z. Park, G.-H. Jeong and J. Locat ... 89
TECHNICAL NOTES
Settling Behaviour and Clay Mineralogy
A. Sridharan and K. Prakash ... 105
Pile Capacity in Nonhomogeneous Softening Soil
W. D. Guo ...111
ANNOUNCEMENTS
...121
JGS NEWS
...I-III

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