| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Proposal of Test Method for Determination of the Liquid Limits of Soils by Fall Cone Method
|
|
|
|
41 |
1 |
p. 145-157
|
artikel
|
| 2 |
Characteristics of Soils with Low Plasticity: Intermediate Soil from Ishinomaki, Japan and Lean Clay From Drammen, Norway
|
Tanaka, Hiroyuki
|
|
|
41 |
1 |
p. 83-96
|
artikel
|
| 3 |
Effects of Stress History Due to Unsaturation and Drainage Condition on Shear Properties of Unsaturated Cohesive Soil
|
Toyota, Hirofumi
|
|
|
41 |
1 |
p. 13-24
|
artikel
|
| 4 |
Estimation of Toe Load-Settlement Relation of Non-Displacement Piles Based on Back-Analysis of In-Situ Tests
|
Nagaoka, Hiroaki
|
|
|
41 |
1 |
p. 39-55
|
artikel
|
| 5 |
General Interpretation on Natural Void Ratio-Overburden Pressure Relationship of Marine Deposits
|
|
|
|
41 |
1 |
p. 127-143
|
artikel
|
| 6 |
Ground and Pile-Group Responses Due to Tunnelling
|
Loganathan, N.
|
|
|
41 |
1 |
p. 57-67
|
artikel
|
| 7 |
Microscopic Observation on Progressive Failure of Reinforced Foundations
|
Yamamoto, Kentaro
|
|
|
41 |
1 |
p. 25-37
|
artikel
|
| 8 |
Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional Compression
|
Nakata, Yukio
|
|
|
41 |
1 |
p. 69-82
|
artikel
|
| 9 |
Time-Dependent Behavior of Crushable Materials in One-Dimensional Compression Tests
|
Takei, Masataka
|
|
|
41 |
1 |
p. 97-121
|
artikel
|
| 10 |
Undrained Shear Characteristics of Saturated Sand Under Anisotropic Consolidation
|
Kato, Susumu
|
|
|
41 |
1 |
p. 1-11
|
artikel
|
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