| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Key to Solution of the Irrotational Consolidation and its Application to Cylindrical Clay
|
Kumamoto, Naoki
|
|
|
21 |
2 |
p. 35-46
|
artikel
|
| 2 |
A Mechanical Model of Particulate Material Based on Stochastic Process
|
Kitamura, Ryosuke
|
|
|
21 |
2 |
p. 63-72
|
artikel
|
| 3 |
Analysis of Deformation Mechanism of Particulate Material at Particle Scale
|
Kitamura, Ryosuke
|
|
|
21 |
2 |
p. 85-98
|
artikel
|
| 4 |
Cyclic Undrained Triaxial Strength of Sampled Sand Affected by Confining Pressure
|
Tatsuoka, Fumio
|
|
|
21 |
2 |
p. 115-120
|
artikel
|
| 5 |
Factors Affecting the Measurement of Volume Change of Cohesive Soils in Drained Triaxial Tests
|
Shimizu, Masayoshi
|
|
|
21 |
2 |
p. 121-128
|
artikel
|
| 6 |
Mechanical Significance of Probability of Failure as an Index for Prediction of Slope Failure
|
Matsuo, Minoru
|
|
|
21 |
2 |
p. 19-34
|
artikel
|
| 7 |
Piping Phenomenon of Undisturbed Specimen of Decomposed Granite Soil
|
Nishida, Kazuhiko
|
|
|
21 |
2 |
p. 141-150
|
artikel
|
| 8 |
Probabilistic Modeling of Uncertainties in Sampling and Testing for Undrained Strength
|
Kuroda, Katsuhiko
|
|
|
21 |
2 |
p. 47-62
|
artikel
|
| 9 |
Reduction of Ground Vibrations by Improving Soft Ground
|
Taniguchi, Eiichi
|
|
|
21 |
2 |
p. 99-113
|
artikel
|
| 10 |
Shear Strength Behaviour of Overconsolidated Clays
|
Murthy, M. Krishna
|
|
|
21 |
2 |
p. 73-83
|
artikel
|
| 11 |
Tensile Strength, Tension Cracks, and Stability of Slopes
|
Senior, R. Baker
|
|
|
21 |
2 |
p. 1-17
|
artikel
|
| 12 |
The Impact Stress of PC Piles in the Soft Ariake Clay Bed
|
Iwao, Yûshirô
|
|
|
21 |
2 |
p. 151-160
|
artikel
|
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