| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Study to Evaluate the Seismic Response of Road Embankments
|
Pagano, Luca
|
|
|
49 |
6 |
p. 909-920
|
artikel
|
| 2 |
Calibration of Methods for Designing Large-Diameter Bored Piles: Serviceability limit state
|
Zhang, L.M.
|
|
|
49 |
6 |
p. 897-908
|
artikel
|
| 3 |
Calibration of Methods For Designing Large-Diameter Bored Piles: Ultimate Limit State
|
Zhang, L.M.
|
|
|
49 |
6 |
p. 883-895
|
artikel
|
| 4 |
Displacement-Based Design of Shallow Foundations With Macroelement
|
Chatzigogos, C.T.
|
|
|
49 |
6 |
p. 853-869
|
artikel
|
| 5 |
Evaluation of Long-Term Displacements of Pile Foundation Using Coupled FEM and Centrifuge Model Test
|
Danno, Koichiro
|
|
|
49 |
6 |
p. 941-958
|
artikel
|
| 6 |
Foreword
|
Towhata, Ikuo
|
|
|
49 |
6 |
p. F2
|
artikel
|
| 7 |
On Design of Expressway Embankment in Seismically Active Area With Emphasis on Life Cycle Cost
|
Towhata, Ikuo
|
|
|
49 |
6 |
p. 871-882
|
artikel
|
| 8 |
Performance-Based Analysis of Earth Dams: Procedures and Application to a Sample Case
|
Sica, Stefania
|
|
|
49 |
6 |
p. 921-939
|
artikel
|
| 9 |
Performance of a Fill dam Based on the Performance-Based Design Concept and Study of a Seismic Retrofitting Method
|
Tani, Shigeru
|
|
|
49 |
6 |
p. 841-851
|
artikel
|
| 10 |
Practical Determination Method for Soil Parameters Adopted in the New Performance Based Design Code for Port Facilities in Japan
|
Watabe, Yoichi
|
|
|
49 |
6 |
p. 827-839
|
artikel
|
| 11 |
Preparation of Water-Saturated Bentonite Samples and their Use in Torsion Shear Tests
|
Nakamura, Misako
|
|
|
49 |
6 |
p. 981-991
|
artikel
|
| 12 |
Research on the Long-Term Behaviour and Evaluation of Lining Concrete of the Seikan Tunnel
|
Tuchiya, Yukihiko
|
|
|
49 |
6 |
p. 969-980
|
artikel
|
| 13 |
Visualization of Three Dimensional Failure in Sand Due to Water Inflow and Soil Drainage from Defective Underground Pipe Using X-ray CT
|
Mukunoki, T.
|
|
|
49 |
6 |
p. 959-968
|
artikel
|
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