| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Generalized Elastoplastic Constitutive Model for Clay in Three-Dimensional Stresses
|
Nakai, Teruo
|
|
|
26 |
3 |
p. 81-98
|
artikel
|
| 2 |
An Integrated Finite Difference Method for Seepage Analysis in Anisotropic Aquifer
|
Nishigaki, Makoto
|
|
|
26 |
3 |
p. 169-179
|
artikel
|
| 3 |
An Upper Bound Calculation on Bearing Capacity of a Circular Footing on a Non-Homogeneous Clay
|
Kusakabe, Osamu
|
|
|
26 |
3 |
p. 143-148
|
artikel
|
| 4 |
A Simplified Drained Analysis for Wave-Induced Liquefaction in Ocean Floor Sands
|
Rahman, M.S.
|
|
|
26 |
3 |
p. 57-68
|
artikel
|
| 5 |
Cyclic Undrained Triaxial and Torsional Shear Strength of Sands for Different Sample Preparation Methods
|
Tatsuoka, Fumio
|
|
|
26 |
3 |
p. 23-41
|
artikel
|
| 6 |
Cyclic Undrained Triaxial Strength of Sand by a Cooperative Test Program
|
Tori, Shosuke
|
|
|
26 |
3 |
p. 117-128
|
artikel
|
| 7 |
Deformation Prediction for Anisotropic Sand During the Rotation of Principal Stress Axes
|
Miura, Kinya
|
|
|
26 |
3 |
p. 42-56
|
artikel
|
| 8 |
Influence of Strength Anisotropy on the Search for Critical Noncircular Slip Surface
|
Arai, Katsuhiko
|
|
|
26 |
3 |
p. 129-136
|
artikel
|
| 9 |
Influence of Stress Path on Stress-Strain Characteristics of Anisotropically Consolidated Clay
|
Ikeura, Isao
|
|
|
26 |
3 |
p. 157-168
|
artikel
|
| 10 |
Large-Scale Cyclic Shear Bin to Evaluate Methods for Mitigating Liquefaction Hazard
|
Yoshimi, Yoshiaki
|
|
|
26 |
3 |
p. 137-142
|
artikel
|
| 11 |
Piezoprobe Determined Coefficient of Consolidation
|
Gupta, Ramesh C.
|
|
|
26 |
3 |
p. 12-22
|
artikel
|
| 12 |
Some Factors Affecting Cyclic Undrained Triaxial Strength of Sand
|
Tatsuoka, Fumio
|
|
|
26 |
3 |
p. 99-116
|
artikel
|
| 13 |
Testing and Modelling of “Munich” Sand
|
Scheele, F.
|
|
|
26 |
3 |
p. 1-11
|
artikel
|
| 14 |
Yielding of Soil as Determined by Acoustic Emission
|
Tanimoto, Kiichi
|
|
|
26 |
3 |
p. 69-80
|
artikel
|
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