| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Determination Procedure of Input Parameters In Elasto-Viscoplastic Finite Element Analysis
|
Iizuka, Atsushi
|
|
|
27 |
3 |
p. 71-87
|
artikel
|
| 2 |
A Method of Deformation Analysis for Geogrid-Reinforced Soil
|
Sakai, Akira
|
|
|
27 |
3 |
p. 147-155
|
artikel
|
| 3 |
Analysis of Earthquake-Induced Displacements of Slopes
|
Ugai, Keizoh
|
|
|
27 |
3 |
p. 136-146
|
artikel
|
| 4 |
Bearing Capacity Analysis of a Normally Consolidated Clay Foundation
|
Asaoka, Akira
|
|
|
27 |
3 |
p. 58-70
|
artikel
|
| 5 |
Compression Curve of Soft Soils
|
Oikawa, Hiroshi
|
|
|
27 |
3 |
p. 99-104
|
artikel
|
| 6 |
Consideration on the Methods for Estimating the Coefficient of Permeability of a Clay
|
Murakami, Yukitoshi
|
|
|
27 |
3 |
p. 167-170
|
artikel
|
| 7 |
Interpretation of the Cam-Clay Model as a Simplified Double-Yield-Surface Model
|
Hirayama, Hideki
|
|
|
27 |
3 |
p. 105-111
|
artikel
|
| 8 |
Mathematical Structure of an Overstress Elasto-Viscoplastic Model for Clay
|
Adachi, Toshihisa
|
|
|
27 |
3 |
p. 31-42
|
artikel
|
| 9 |
Pore Pressure Dissipation Ratio for a Nonlinear Consolidation Problem
|
Yoshimi, Yoshiaki
|
|
|
27 |
3 |
p. 88-90
|
artikel
|
| 10 |
Pore Water Pressures and Ground Motions Monitored During the 1985 Chiba-Ibaragi Earthquake
|
Ishihara, Kenji
|
|
|
27 |
3 |
p. 13-30
|
artikel
|
| 11 |
Rigid-Plastic Finite Element Method for Frictional Materials
|
Tamura, Takeshi
|
|
|
27 |
3 |
p. 1-12
|
artikel
|
| 12 |
Seismic Analysis of Ground with Irregular Profiles by Gaussian Beam Method for Surface Waves
|
Yamada, Yoshikazu
|
|
|
27 |
3 |
p. 156-166
|
artikel
|
| 13 |
Short-Term Stability of Reinforced Embankment over Clayey Foundation
|
Leshchinsky, Dov
|
|
|
27 |
3 |
p. 43-57
|
artikel
|
| 14 |
The Test Methods for Engineering Properties of Geotextiles
|
Yamaoka, Ichizou
|
|
|
27 |
3 |
p. 123-135
|
artikel
|
| 15 |
The Variation in Undrained Shear Characteristics During Consolidation Process
|
Kamei, Takeshi
|
|
|
27 |
3 |
p. 91-98
|
artikel
|
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