| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Modified Distinct Element Analysis for Progressive Failure of a Cliff
|
Iwashita, Kazuyoshi
|
|
|
30 |
3 |
p. 197-208
|
artikel
|
| 2 |
Bearing Capacity Analysis of Foudations On Slopes by Use of Log-Spiral Sliding Surfaces
|
Narita, Kunitomo
|
|
|
30 |
3 |
p. 144-152
|
artikel
|
| 3 |
Bearing Capacity of Footings on Calcareous Sands
|
Ismael, Nabil F.
|
|
|
30 |
3 |
p. 81-90
|
artikel
|
| 4 |
Behavior and Stability Analysis of Geogrid Reinforced Embankments
|
Abe, Hiroshi
|
|
|
30 |
3 |
p. 185-196
|
artikel
|
| 5 |
Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils
|
Asaoka, Akira
|
|
|
30 |
3 |
p. 109-123
|
artikel
|
| 6 |
Dynamic Shear Modulus and Evolution of Fabric of Granular Materials
|
Chen, Yao-Chung
|
|
|
30 |
3 |
p. 1-10
|
artikel
|
| 7 |
Evaluation of Liquefaction Resistance of Sand Improved by Deep Vibratory Compaction
|
Tokimatsu, Kohji
|
|
|
30 |
3 |
p. 153-158
|
artikel
|
| 8 |
Fracturing Pressure of Soil Ground by Viscous Materials
|
Mori, Akira
|
|
|
30 |
3 |
p. 129-136
|
artikel
|
| 9 |
Liquefaction-Induced Flow Failure of Embankments and Residual Strength of Silty Sands
|
Ishihara, Kenji
|
|
|
30 |
3 |
p. 69-80
|
artikel
|
| 10 |
Liquefaction Phenomenon of Sand Layers by Using On-Line Computer Test Control Method
|
Kusakabe, Shin
|
|
|
30 |
3 |
p. 174-184
|
artikel
|
| 11 |
Modeling of the Spatial Distribution of Discontinuities in Rock Masses
|
Yoshinaka, Ryunoshin
|
|
|
30 |
3 |
p. 161-173
|
artikel
|
| 12 |
Multiple Regression Analysis Between the Mechanical and Physical Properties of Cohesive Soils
|
Hirata, Shigeyoshi
|
|
|
30 |
3 |
p. 91-108
|
artikel
|
| 13 |
Pore Fluid Content and Void Ratio For Marine Sediments
|
Shimizu, Masayoshi
|
|
|
30 |
3 |
p. 124-128
|
artikel
|
| 14 |
The Characteristics of Quick Lime Consolidated Briquette as a Soil Stabilizer
|
Ito, Takao
|
|
|
30 |
3 |
p. 137-143
|
artikel
|
| 15 |
The Effect of Installation on the Ultimate Resistance of Rigid Piles Under Inclined Loads in Layered Sand
|
Yalcin, A.S.
|
|
|
30 |
3 |
p. 37-52
|
artikel
|
| 16 |
The Modified “Stiffened” Drnevich Resonant Column Apparatus
|
Avramidis, Anestis S.
|
|
|
30 |
3 |
p. 53-68
|
artikel
|
| 17 |
Theoretical Aspects of the Elastoplastic-Viscoplastic Bounding Surface Model for Cohesive Soils
|
Kaliakin, Victor N.
|
|
|
30 |
3 |
p. 11-24
|
artikel
|
| 18 |
Verification of the Elastoplastic-Viscoplastic Bounding Surface Model for Cohesive Soils
|
Kaliakin, Victor N.
|
|
|
30 |
3 |
p. 25-36
|
artikel
|
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