A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Interpretation of Shakedown Limit from Multistage Permanent Deformation Tests
Interpretation of Shakedown Limit from Multistage Permanent Deformation Tests
Interpretation of Shakedown Limit from Multistage Permanent Deformation Tests
Song, Y. (author) / Ooi, P.S.K. (author)
TRANSPORTATION RESEARCH RECORD ; 72-82
2010-01-01
11 pages
Article (Journal)
English
DDC:
388
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Permanent deformation characteristics of silty sand subgrades from multistage RLT tests
| Taylor & Francis Verlag | 2017
Permanent deformation characteristics of silty sand subgrades from multistage RLT tests
| Online Contents | 2015
Permanent Deformation Behavior of Granular Materials and the Shakedown Concept
| British Library Conference Proceedings | 2001
Permanent deformation characteristics of silty sand subgrades from multistage RLT tests
| Online Contents | 2017
Permanent Deformation Behavior of Granular Materials and the Shakedown Concept
| British Library Online Contents | 2001