Application of the reflective cracking phenomenon in the pavement overlay design
An asphalt concrete overlay layer placed above a cracked layer is subjected to four primary distress mechanisms due to traffic loads: tensile strain at the bottom of the overlay; tensile strain at bottom of the existing surface course; compressive strain at the top of the unbound layers, and reflect...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2001
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| Texto completo: | http://hdl.handle.net/1822/14161 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/14161 |