nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Accuracy of Automated Volume Change Measurement by Means of a Differential Pressure Transducer
|
Pradhan, Tej B.S. |
|
|
26 |
4 |
p. 150-158 |
artikel |
2 |
A Liquefaction Test without Membrane Penetration Effects
|
Tokimatsu, Kohji |
|
|
26 |
4 |
p. 127-138 |
artikel |
3 |
An Experimental Study of the Influence of Confining Pressure on Permeability Coefficients of Filldam Core Material
|
Fukushima, Shinji |
|
|
26 |
4 |
p. 32-46 |
artikel |
4 |
Breakout Resistance of Horizontal Anchors in Sand
|
Chattopadhyay, B.C. |
|
|
26 |
4 |
p. 16-22 |
artikel |
5 |
Failure and Deformation of Sand in Torsional Shear
|
Tatsuoka, Fumio |
|
|
26 |
4 |
p. 79-97 |
artikel |
6 |
For Analysis Methods of Movement of Tilting Gauge on the Landslide Area: The Case Study of Kunimi Landslide Area, Toyama Prefecture
|
Kamai, Toshitaka |
|
|
26 |
4 |
p. 167-176 |
artikel |
7 |
Frictional Resistance at Yield between Dry Sand and Mild Steel
|
Uesugi, Morimichi |
|
|
26 |
4 |
p. 139-149 |
artikel |
8 |
Methods for Determining the Thickness of a Confined Aquifer by Drawdown Test Results with a Partially Penetrating Well
|
Nishigaki, Makoto |
|
|
26 |
4 |
p. 197-204 |
artikel |
9 |
Model Test and Analysis on Geotextiles Used for Improvement of Very Soft Ground under Continuous Loading
|
Watari, Yoshiharu |
|
|
26 |
4 |
p. 186-196 |
artikel |
10 |
Probabilistic Computer Modeling of a Rockfill Dam—A Case of Khao Laem Dam, Thailand
|
Bergado, Dennes T. |
|
|
26 |
4 |
p. 47-66 |
artikel |
11 |
Relationship between Physical Properties and Compression Index Arranged by Logarithmic Strain
|
Matsuo, Kei |
|
|
26 |
4 |
p. 177-185 |
artikel |
12 |
Shaking Table Tests and Circular Arc Analysis for Large Models of Embankments on Saturated Sand Layers
|
Uwabe, Tatsuo |
|
|
26 |
4 |
p. 1-15 |
artikel |
13 |
Solidification and Consolidation of a Liquefied Sand Column
|
Scott, R.F. |
|
|
26 |
4 |
p. 23-31 |
artikel |
14 |
Stress Wave Monitoring for a Friction Pile During Driving: A New Analysis Procedure
|
Nishida, Yoshichika |
|
|
26 |
4 |
p. 111-126 |
artikel |
15 |
Three-Dimensional Slope Stability: End Effects
|
Leshchinsky, Dov |
|
|
26 |
4 |
p. 98-110 |
artikel |
16 |
True Triaxial Tests on Normally Consolidated Clay and Analysis of the Observed Shear Behavior Using Elastoplastic Constitutive Models
|
Nakai, Teruo |
|
|
26 |
4 |
p. 67-78 |
artikel |