Japanese Geotechnical Society

TECHNICAL PAPERS
The Extension of Rowe's Stress-Dilatancy Model to General Stress Condition
P.J. Guo and D.F.E. Stolle	... 1
A Visco-Hypoplastic Constitutive Relation for Soft Soils
G. Gudehus	... 11
Dilating Behaviour of Overconsolidated Clay
M. Hattab and P.-Y. Hicher	... 27
Description of Time-Dependent Behavior of Quasi-Overconsolidated Osaka Pleistocene Clays Using Elasto-Viscoplastic Finite Element Analyses
Mamoru Mimura and W.-Y. Jang	... 41
Prediction Method for Liquefaction-Induced Settlement of Embankment with Remedial Measure by Deep Mixing Method
Mitsu Okamura and Keiichi Tamura	... 53
FE-Simulations of a Direct Wall Shear Box Test
J. Tejchman	... 67
A Simple Constitutive Model for the Seismic Analysis of Slopes and Its Applications
Akihiko Wakai and Keizo Ugai	... 83
Effects of Slope and Sleeving on the Behavior of Laterally Loaded Piles
L.M. Zhang, C.W.W. Ng and C.J. Lee	... 99
TECHNICAL REPORTS
Monitoring of Load Distribution of the Piles of a Bridge during and after Construction
Tatsunori Matsumoto, P. Kitiyodom, Hiromasa Matsui and Yoshikazu Katsuzaki	... 109
Small Diameter Cone Sampler and Its Applicability for Pleistocene Osaka Ma12 Clay
Takaharu Shogaki, Ryo Sakamoto, Etsuyoshi Kondo and Hisao Tachibana	... 119
TECHNICAL NOTE
Three-Dimensional Slope Stability Analysis Using an Extended Spencer Method
J.-C. Jiang and Takuo Yamagami	... 127
ANNOUNCEMENT	... 137
JGS NEWS	... I-III