Permanent Deformation Behaviour of Unbound Granular Materials in Pavement Constructions
A new simple design approach will be described that utilizes test results from the Repeated Load Triaxial Apparatus to establish the risk level of permanent deformations in the unbound granular layers (UGL) in pavement constructions under consideration of the seasonal effects. From this data a servi...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Doctoral Thesis |
| Language: | English |
| Published: |
Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden
2003
|
| Subjects: | |
| Online Access: | http://nbn-resolving.de/urn:nbn:de:swb:14-1055224444109-42674 http://nbn-resolving.de/urn:nbn:de:swb:14-1055224444109-42674 http://www.qucosa.de/fileadmin/data/qucosa/documents/1031/1055224444109-4267.pdf |