nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Applicability of CPT for Construction Control of Seawall on Soft Clay Improved by Sand Drain Method
|
Fukasawa, Takeshi |
|
|
44 |
2 |
p. 127-138 |
artikel |
2 |
A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters
|
Nakai, Teruo |
|
|
44 |
2 |
p. 53-70 |
artikel |
3 |
A Three-Dimensional Stress-Strain Model of Sand Undergoing Cyclic Rotation of Principal Stress Axes
|
Nishimura, Satoshi |
|
|
44 |
2 |
p. 103-116 |
artikel |
4 |
Deformation Behavior of Sandy Slopes During Rainwater Infiltration
|
Orense, Rolando |
|
|
44 |
2 |
p. 15-30 |
artikel |
5 |
Effects of Moulding Water Content on the Stress-Strain Behaviour of a Compacted Silty Sand
|
Santucci de Magistris, Filippo |
|
|
44 |
2 |
p. 85-101 |
artikel |
6 |
Influence of Surface Loads and Construction Sequence on Ground Response Due to Tunnelling
|
Shahin, Hossain M. |
|
|
44 |
2 |
p. 71-84 |
artikel |
7 |
Response Evaluation of Axially Loaded Fixed Head Pile Groups Using 3D Nonlinear Analysis
|
Comodromos, Emilios M. |
|
|
44 |
2 |
p. 31-39 |
artikel |
8 |
Response of Unsaturated Sandy Soils Under Constant Shear Stress Drained Condition
|
Farooq, Khalid |
|
|
44 |
2 |
p. 1-13 |
artikel |
9 |
Shear and Liquefaction Characteristics of Sandy Soils in Triaxial Tests
|
Toyota, Hirofumi |
|
|
44 |
2 |
p. 117-126 |
artikel |
10 |
Triaxial Strength Properties of Natural Deposits at K 0 Consolidation State Using a Precision Triaxial Apparatus with Small Size Specimens
|
Shogaki, Takaharu |
|
|
44 |
2 |
p. 41-52 |
artikel |