| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Simple Constitutive Model for the Seismic Analysis of Slopes and its Applications
|
Wakai, Akihiko
|
|
|
44 |
4 |
p. 83-97
|
artikel
|
| 2 |
A Visco-Hypoplastic Constitutive Relation for Soft Soils
|
Gudehus, G.
|
|
|
44 |
4 |
p. 11-25
|
artikel
|
| 3 |
Description of Time-Dependent Behavior of Quasi-Overconsolidated Osaka Pleistocene Clays Using Elasto-Viscoplastic Finite Element Analyses
|
Mimura, Mamoru
|
|
|
44 |
4 |
p. 41-52
|
artikel
|
| 4 |
Dilating Behaviour of Overconsolidated Clay
|
Hattab, Mahdia
|
|
|
44 |
4 |
p. 27-40
|
artikel
|
| 5 |
Effects of Slope and Sleeving on the Behavior of Laterally Loaded Piles
|
Zhang, L.M.
|
|
|
44 |
4 |
p. 99-108
|
artikel
|
| 6 |
FE-Simulations of a Direct Wall Shear Box Test
|
Tejchman, J.
|
|
|
44 |
4 |
p. 67-81
|
artikel
|
| 7 |
Monitoring of Load Distribution of the Piles of a Bridge During and After Construction
|
Matsumoto, Tatsunori
|
|
|
44 |
4 |
p. 109-117
|
artikel
|
| 8 |
Prediction Method for Liquefaction-Induced Settlement of Embankment with Remedial Measure by Deep Mixing Method
|
Okamura, Mitsu
|
|
|
44 |
4 |
p. 53-65
|
artikel
|
| 9 |
Small Diameter Cone Sampler and its Applicability for Pleistocene Osaka MA12 Clay
|
Shogaki, Takaharu
|
|
|
44 |
4 |
p. 119-126
|
artikel
|
| 10 |
The Extension of Rowe’s Stress-Dilatancy Model to General Stress Condition
|
Guo, Pei J.
|
|
|
44 |
4 |
p. 1-10
|
artikel
|
| 11 |
Three-Dimensional Slope Stability Analysis Using an Extended Spencer Method
|
Jiang, Jing-Cai
|
|
|
44 |
4 |
p. 127-135
|
artikel
|
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