'Simulation of Shakedown Behavior for Flexible Pavement's Unbound Granular Layer
Full-depth asphalt concrete pavements are generally designed to control fatigue cracking and reduce potential rutting when subjected to repeated heavy traffic loads. A particular interesting question is whether a limit load exists below which excitation shakedown in the sense that the granular layer...
| Main Authors: | , , |
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| Format: | Conference Paper |
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American Society of Civil Engineers
2015
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| Subjects: | |
| Online Access: | http://ascelibrary.org/doi/book/10.1061/9780784479216 http://hdl.handle.net/20.500.11937/15489 |