|
| TECHNICAL PAPERS |
| Observed
and Predicted Behavior of Maipo River Sand
|
| F. Rodriguez-Roa |
... 1 |
| Behavior of Several Types of Model Retaining Walls
Subjected to Irregular Excitation |
|
Kenji Watanabe, Y. Munaf, Junichi Koseki, Masaru
Tateyama and Kenichi Kojima
|
...13 |
| Damege on Waterfront Ground during the 1999 Kocaeli
Earthquake in Turkey |
|
Mamoru
Kanatani, Hiroyoshi Kiku, Susumu Yasuda, Nozomu Yoshida,
Kenji Ishihara, Takaji Kokusho, Mamoru Mimura, Yozo Goto
and Iwao Morimoto
|
... 29 |
|
Displacements and Stresses due to Vertical
Subsurface Loading for a Cross-Anisotropic Half-Space |
| C.D.Wang |
... 41 |
|
Down-Hole Triaxial Test to Measure Average
Stress-Strain Relationship of Rock Mass |
|
Kazuo Tani, Takaji Nozaki, Susumu Kaneko, Yoshinori
Toyooka and Hideo Tachikawa |
... 53 |
|
The Stabilisation of the Leaning Tower of Pisa |
|
J.B.Burland, M.Jamiolkowski and C.Viggiani
|
... 63 |
|
Deformation Analysis of Soft Subsoil on Sloping
Bedrock Loaded by Highway Embankment with Stabilization Methods |
|
Atsushi
Iizuka, Nobutaka Yamamoto, Masumi Sueoka,
Nobuo Sato, Minoru Kawaida and Hideki Ohta
|
... 81 |
|
Modeling of the Steady-State Response of Granular
Soils |
|
M. Gutierrez |
... 93 |
| An Elastoplastic Strain-Hardening and
Strain-Softening Constitutive Model for Soft Rock Considering the
Influence of Intermediate Stress |
|
F. Zhang, Atsushi Yashima, GuangLin Ye, Toshihisa
Adachi and Fusao Oka |
...107 |
|
Numerical Simulation of Progressive Failure in Cut
Slope of Soft Rock Using a Soil-Water Coupled Finite Element
Analysis |
|
F. Zhang, Atsushi Yashima,, Hitomi Ozaki,
Toshihisa Adachi and Fusao Oka
|
...119 |
|
The Size Effects
of Earth Pressure Cells on Measurement in Granular Materials
|
|
Kinya Miura, Natsuhiko Otsuka, Eiji Kohama,
C.Supachawarote and Tsuyoshi Hirabayashi
|
...133 |
|
Anisotropy
and Its Relation to Liquefaction Resistance of Granular Material
|
|
|
I. Ishibashi and Omer F. Capar |
...149 |
|
Influence
of Soil Type on the Effect of Strain Rate on Small-Strain Cyclic
Shear Modulus
|
|
|
M. Vucetic and K. Tabata |
...161 |
|
TECHNICAL REPORT
|
|
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Liquefaction
Resistance of Sand Deposit Improved with Sand Compaction Piles
|
|
|
Mitsu Okamura, Masanori Ishihara and Takeshi Oshita |
...175 |
|
TECHNICAL NOTE
|
|
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On
the Replacement of Material-Time Derivative to Corotational Rate
of Yield Function: Mathematical Proof
|
|
|
Koichi Hashiguchi |
...189 |
|
ANNOUNCEMENT |
...195 |
|
JGS NEWS |
...I-III |
