| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Anisotropy of Small Strain Stiffness of Ticino and Kenya Sands from Seismic Wave Propagation Measured in Triaxial Testing
|
Fioravante, Vincenzo
|
|
|
40 |
4 |
p. 129-142
|
artikel
|
| 2 |
Blinding and Clogging of a Nonwoven Geotextile
|
Nishigata, Tatsuaki
|
|
|
40 |
4 |
p. 121-127
|
artikel
|
| 3 |
Centrifuge Model Tests on Failure Envelope of Column Type deep Mixing Method Improved Ground
|
Kitazume, Masaki
|
|
|
40 |
4 |
p. 43-55
|
artikel
|
| 4 |
Constant Pressure and Constant Volume Direct Shear Tests on Reinforced Sand
|
Qiu, Jin-Ying
|
|
|
40 |
4 |
p. 1-17
|
artikel
|
| 5 |
Correlation of Pore-Pressure B-Value with P-Wave Velocity and Poisson’s Ratio for Imperfectly Saturated Sand or Gravel
|
Kokusho, Takeji
|
|
|
40 |
4 |
p. 95-102
|
artikel
|
| 6 |
Flow Potential of Sandy Soils with Different Grain Compositions
|
Cubrinovski, Misko
|
|
|
40 |
4 |
p. 103-119
|
artikel
|
| 7 |
Fundamentals in Constitutive Equation: Continuity and Smoothness Conditions and Loading Criterion
|
Hashigucht, Koichi
|
|
|
40 |
4 |
p. 155-161
|
artikel
|
| 8 |
Sample Quality of Cohesive Soils: Lessons from Three Sites, Ariake, Bothkennar and Drammen
|
Tanaka, Hiroyuki
|
|
|
40 |
4 |
p. 57-74
|
artikel
|
| 9 |
Static and Seismic Behavior of a Friction Pile-Box Foundation in Mexico City Clay
|
Mendoza, Manuel J.
|
|
|
40 |
4 |
p. 143-154
|
artikel
|
| 10 |
Time-Dependent Elastoplastic Constitutive Equation Based on the Subloading Surface Model and Its Application to Soils
|
Hashiguchi, Koichi
|
|
|
40 |
4 |
p. 19-36
|
artikel
|
| 11 |
Transformation of Soil Structure by Diffusion
|
Feda, Jaroslav
|
|
|
40 |
4 |
p. 37-42
|
artikel
|
| 12 |
Use of Embedded Walls for Mitigation of Liquefaction-Induced Displacement in Slopes and Embankments
|
Kogai, Yoshihiro
|
|
|
40 |
4 |
p. 75-93
|
artikel
|
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