| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Method for Correcting Consolidation Parameters for Sample Disturbance Using Volumetric Strain
|
Shogaki, Takaharu
|
|
|
36 |
3 |
p. 123-131
|
artikel
|
| 2 |
Analyses of Active Earth Pressure Against Rigid Retaining Wall Subjected to Different Modes of Movement
|
Matsuzawa, Hiroshi
|
|
|
36 |
3 |
p. 51-65
|
artikel
|
| 3 |
Application of Laval Type Large Diameter Sampler to Soft Clay in Japan
|
Oka, Fusao
|
|
|
36 |
3 |
p. 99-111
|
artikel
|
| 4 |
A Rigid-Plastic Analysis for Granular Materials
|
Tamura, Takeshi
|
|
|
36 |
3 |
p. 113-121
|
artikel
|
| 5 |
A Rotational Hardening Constitutive Model for Anisotropically Consolidated Clay
|
Newson, T.A.
|
|
|
36 |
3 |
p. 13-20
|
artikel
|
| 6 |
Comparison of the Hyperbolic and Asaoka Observational Method of Monitoring Consolidation with Vertical Drains
|
Tan, Siew-Ann
|
|
|
36 |
3 |
p. 31-42
|
artikel
|
| 7 |
Correlations between Soil Strength of Embankment Surface using different Sounding Tests
|
Okada, Katsuya
|
|
|
36 |
3 |
p. 43-50
|
artikel
|
| 8 |
Deformation Analysis and Bearing Capacity of a Two-Layered Soil Deposit with a Surface Crust Considering Couple Stresses
|
Murakami, Akira
|
|
|
36 |
3 |
p. 133-139
|
artikel
|
| 9 |
Deformation Characteristics of a Saturated Cohesive Soil Subjected to Increase in Pore Pressure
|
Katagiri, Masaaki
|
|
|
36 |
3 |
p. 1-12
|
artikel
|
| 10 |
Dynamic Soil-Pile Interaction Parameter Identification using Transfer Function Technique
|
Husein Malkawi, Abdallah I.
|
|
|
36 |
3 |
p. 67-74
|
artikel
|
| 11 |
Fabric Effects on the Yield Behavior of Soils
|
Muhunthan, B.
|
|
|
36 |
3 |
p. 85-97
|
artikel
|
| 12 |
Reinforcing Mechanisms and a Stability Analysis Method for Reinforced Earth Structures
|
Edirisinghe, Jayalath
|
|
|
36 |
3 |
p. 21-30
|
artikel
|
| 13 |
Strength Characteristics of Undisturbed Landslide Clays in Tertiary Mudstone
|
Nakamori, Katsumi
|
|
|
36 |
3 |
p. 75-83
|
artikel
|
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