nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A Geotechnical Survey of the Piraeus Marl
|
Costopoulos, Spiros D. |
|
|
29 |
1 |
p. 138-150 |
artikel |
2 |
An Automated Triaxial Testing System Using a Simple Triaxial Cell for Soils
|
Pradhan, Tej B.S. |
|
|
29 |
1 |
p. 151-160 |
artikel |
3 |
An Elastic Analysis for Piled Raft Foundations in a Homogeneous Soil
|
Kuwabara, Fumio |
|
|
29 |
1 |
p. 82-92 |
artikel |
4 |
An Isotropic Hardening Elastoplastic Model for Sand Considering the Stress Path Dependency in Three-Dimensional Stresses
|
Nakai, Teruo |
|
|
29 |
1 |
p. 119-137 |
artikel |
5 |
A Simple Automatic Falling Head Permeameter
|
Tan, S.A. |
|
|
29 |
1 |
p. 161-164 |
artikel |
6 |
Dilatancy Characteristics of Normally Consolidated Cohesive Soils
|
Kamei, Takeshi |
|
|
29 |
1 |
p. 165-172 |
artikel |
7 |
Evaluation of Liquefaction Resistance of Clean Sands Based On High-Quality Undisturbed Samples
|
Yoshimi, Yoshiaki |
|
|
29 |
1 |
p. 93-104 |
artikel |
8 |
Experimental Stress-Dilatancy Relations of Sand Subjected to Cyclic Loading
|
Pradhan, Tej B.S. |
|
|
29 |
1 |
p. 45-64 |
artikel |
9 |
Generation and Dissipation of Excess Pore Pressure During Pressuremeter Tests
|
Ali, Faisal Haji |
|
|
29 |
1 |
p. 173-179 |
artikel |
10 |
Large Scale Direct Shear Tests on Reinforced Soil
|
Palmeira, Ennio M. |
|
|
29 |
1 |
p. 18-30 |
artikel |
11 |
Large Scale Triaxial Compression Test on Sand at Low Confining Pressure
|
Fukushima, Shinji |
|
|
29 |
1 |
p. 187-194 |
artikel |
12 |
Model Tests and Analyses of Laterally Loaded Pile Groups
|
Shibata, Toru |
|
|
29 |
1 |
p. 31-44 |
artikel |
13 |
On Stress-Dilatancy Equations of Sand Subjected to Cyclic Loading
|
Pradhan, Tej B.S. |
|
|
29 |
1 |
p. 65-81 |
artikel |
14 |
Seismic Analysis and Behaviour of Gravity Retaining Walls — The Case of Kalamata Harbour Quaywall
|
Pitilakis, K. |
|
|
29 |
1 |
p. 1-17 |
artikel |
15 |
Similitude for Shaking Table Tests on Soil-Structure-Fluid Model in 1g Gravitational Field
|
Iai, Susumu |
|
|
29 |
1 |
p. 105-118 |
artikel |