Permanent Deformation Behaviour of Granular Materials
Author:
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
http://www.tandfonline.com/doi/pdf/10.1080/14680629.2005.9689998
Reference23 articles.
1. The application of shakedown theory to pavement design
2. University of Nottingham Reference PRG99014;DAWSN A. R.,1999
3. Ueber die Berührung fester elastischer Körper.
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