|
TECHNICAL PAPERS |
Discrete
Element Modeling of Leaching-Induced Apparent Overconsolidation
in Kaolinite
|
A. Anandarajah |
... 1 |
Experimental Evaluation of the Viscous Properties of Sand in Shear |
H.Nawir, Fumio Tatsuoka and Reiko Kuwano
|
...13 |
Effects of Viscous Properties on the Shear Yielding Characteristics of Sand |
H.Nawir, Fumio Tatsuoka and Reiko Kuwano
|
... 33
|
Developmento
of a New Cone Penetrometer and Its Application to Great Depths of
Pleistocene Clays |
Hiroyuki Tanaka, Masanori Tanaka, Shinya Suzuki and Toshihiko Sakagami |
... 51 |
Pore Size Distribution of Clayey Soils Measured by Mercury Intrusion Porosimetry and its Relation to Hydraulic Conductivity |
Hiroyuki Tanaka, D.R.Shiwakoti, Naoki Omukai, Fusao Rito, J.Locat and Masanori
Tanaka |
... 63 |
Stress-Strain Behavior of Compacted Sandy Material under Cyclic Simple Shear |
M. Mohajeri and Ikuo Towhata
|
... 75 |
Shake Table Tests on Residual Deformation of Sandy Slopes
due to Cyclic Loading |
M. Mohajeri and Ikuo Towhata
|
... 91 |
Investigation on Soil Liquefaction during the Chi-Chi Earthquake |
J.-H.
Hwang, C.-W. Yang and C.-H. Chen |
...107 |
Seismic Stability of Cement Treated Ground by Tilting and Dynamic Shaking Table Tests |
Masaki Kitazume, Kimitoshi Hayano and Hideo Hashizume |
...125 |
Long-Term Settlement of the Reclaimed Quasi-Overconsolidated Pleistocene Clay Deposits in Osaka Bay |
Mamoru Mimura, Koichi Takeda, Koji Yamamoto, Teruyuki Fujiwara
and W.-Y. Jang
|
...141 |
Performance
of a Preloaded-Prestressed Geogrid-Reinforced Soil Pier for
a Railway Bridge
|
Taro Uchimura, Masaru Tateyama, Ikuo Tanaka and Fumio Tatsuoka
|
...155 |
New
Earth Reinforcement Method by Soilbags ("Donow")
|
|
Hajime Matsuoka and S. Liu |
...173 |
|
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|
|
DISCUSSION
|
|
Lime
Treated Clay: Salient Engineering Properties and a Conceptual
Model
|
|
A.S.Balasubramaniam, D.T.Bergado, G.A.Lorenzo and Y.N.Oh |
...189 |
|
|
ANNOUNCEMENT |
...191 |
JGS NEWS |
I-IV |
Contents and Indexes foe Volume 43 (February 2003 to December 2003) |
V-XIII |
List of Key words |
IX |