CONTENTS
Vol.42 No.2 (2002.4)
TECHNICAL PAPERS
Time-Dependent Shear Deformation Characteristics of Sand and Their Constitutive Modelling
H. Di Benedetto, Fumio Tatsuoka and Masanori Ishihara
... 1
On the Shaft Friction Modelling of Non-Displacement Piles in Sand
V. Fioravante
... 23
Investigation on Deformation Behavior of High Moisture Content Soil
Bo Myint Win, V. Choa, K. S. Wong and C. I. Teh
...35
An Axisymmetric Model for Ultimate Capacity of a Single Pile in Sand
A. M. Hanna and T. Q. Nguyen
...47
Development and Application of Anchor-Soil Interface Models
R. Y. Liang and Y. Feng
...59
On the Relationship between Particle Breakage and the Critical State of Sands
L. Luzzani and M. R. Coop
...71
Numerical Study of Soil Arching Mechanism in Drilled Shafts for Slope Stabilization
R. Liang and S. Zeng
...83
Stability Analysis of Drilled Shafts Reinforced Slope
S. Zeng and R. Liang
...93
Time-Dependent Shear Deformation Characteristics of Geomaterials and Their Simulation
F. Tatsuoka, M. Ishihara, H. Di Benedetto and R. Kuwano
...103
New Slip Circle Method for Analysis of Slope Stability and Bearing Capacity
(Domestic Edition only)
Takashi Tsuchida, Kenta Mizuno and Hideto Hikiyashiki
...139
TECHNICAL NOTES
Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils
S. E. Burns and P. W. Mayne
...131
ANNOUNCEMENTS
...138
JGS NEWS
...I -II
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