| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Case Study of the Application of Direct Shear and Cone Penetration Tests to Soil Investigation, Design and Quality Control for Peaty Soils
|
Hanzawa, Hideo
|
|
|
34 |
4 |
p. 13-22
|
artikel
|
| 2 |
A Method to Extract Geological Features from Borehole T.V. Image
|
Enokido, Motonori
|
|
|
34 |
4 |
p. 135-140
|
artikel
|
| 3 |
A Physico-Chemical Approach to the Consolidation Mechanism of Soft Clays
|
Akagi, Hirokazu
|
|
|
34 |
4 |
p. 43-50
|
artikel
|
| 4 |
Estimation of the Degree of Weathering of Decomposed Granite Soils Distributed in the Abukuma Mountains and their Characteristics for Banking Materials
|
Furukawa, Yukio
|
|
|
34 |
4 |
p. 121-133
|
artikel
|
| 5 |
Evaluation of Weathering of Shales from Weathering Tests and Slaking Tests
|
Mochizuki, Akitoshi
|
|
|
34 |
4 |
p. 109-119
|
artikel
|
| 6 |
Experimental Determinations of Contact Friction for Spherical Glass Particles
|
Ishibashi, Isao
|
|
|
34 |
4 |
p. 79-84
|
artikel
|
| 7 |
Failure Mechanism in Geogrid-Reinforced Segmental Walls: Experimental Implications
|
Leshchinsky, Dov.
|
|
|
34 |
4 |
p. 33-41
|
artikel
|
| 8 |
Influence of Allophane Content on Lime-Gypsum Stabilized Volcanic Cohesive Soils
|
So, Ei-Kon
|
|
|
34 |
4 |
p. 97-107
|
artikel
|
| 9 |
Probability-Based Prediction of Rotations of Structures Due to Differential Settlements
|
Tanahashi, Hideaki
|
|
|
34 |
4 |
p. 85-90
|
artikel
|
| 10 |
Small Strain Shear Modulus of Clay Sedimentation in a State of Normal Consolidation
|
Shibuya, Satoru
|
|
|
34 |
4 |
p. 67-77
|
artikel
|
| 11 |
Transient Shear Strength of Saturated Sand under Cyclic Loading Considering Strain-Rate Effect
|
Zhang, Jian-Min
|
|
|
34 |
4 |
p. 51-65
|
artikel
|
| 12 |
Undrained Cyclic Shear Behaviour of Normally Consolidated Clay Subjected to Initial Static Shear Stress
|
Hyodo, Masayuki
|
|
|
34 |
4 |
p. 1-11
|
artikel
|
| 13 |
Undrained Shear Strength of Clay Improved with Sand Compaction Piles
|
Asaoka, Akira
|
|
|
34 |
4 |
p. 23-32
|
artikel
|
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