onr:"swepub:oai:DiVA.org:vti-6467"
Search: onr:"swepub:oai:DiVA.org:vti-6467" > Evaluering av asfal...
- 1 of 1
- Previous record
- Next record
- To hitlist
- Said, Safwat FStatens väg- och transportforskningsinstitut (author)
Evaluering av asfaltkonstruktion : E6 Fastarp-Heberg
- BookSwedish2008
Publisher, publication year, extent ...
- Linköping :VTI., VTI rapport 609,2008
- 37 s.
- electronicrdacarrier
Numbers
- LIBRIS-ID:oai:DiVA.org:vti-6467
- https://urn.kb.se/resolve?urn=urn:nbn:se:vti:diva-6467URI
Supplementary language notes
- Language:Swedish
- Summary in:Swedish
Part of subdatabase
- SwePubSwePub
Classification
Varying forms of title
- Performance of bituminous pavements, E6 Fastarp-Heberg
Series
- VTI rapport,0347-6030 ;609
Notes
- During the years 1994-1996 a test road was built on E6 near Halmstad. The test road has now been trafficked, and simultaneously studied since 1996. For the present study two test sections were chosen with different bituminous mixes which were to be evaluated concerning damages caused by traffic. One of the constructions is made of the so called FAS-concept, while the other construction is a reference section with conventional roadbase mix (AG22). Wearing course, binder layer and roadbase of the section with FAS-concept is produced by NCC according to their own concept called VIACO, which is based on the idea of using stone mastic asphalt (SMA) principle for all bituminous bound layers. The evaluation is based on laboratory studies of bore cores, an analysis of falling weight measurements, temperature measurements from field stations and theoretical calculations. The main purpose of this project is to evaluate alternative bituminous constructions and to present an evaluation method with relevant criteria concerning the service life related to fatigue cracking. The FAS-concept, which implies that material of good quality is chosen and that the stresses on the construction are diminished, has shown considerable longer fatigue life than the construction with conventional mixes. The fatigue life of the FAS-concept is several times longer that the fatigue life of the reference section. The strains in the lower part of the pavement are small and the risk of fatigue cracks at the bottom of the bituminous bound layer is minimal.
Subject headings and genre
- TEKNIK OCH TEKNOLOGIER Samhällsbyggnadsteknik Infrastrukturteknik hsv//swe
- ENGINEERING AND TECHNOLOGY Civil Engineering Infrastructure Engineering hsv//eng
- Flexible pavement
- Bituminous mixture
- Bearing capacity
- Cracking
- Deterioration
- Durability
- Deflection
- Axle load
- Temperature
- Wearing course
- Roadbase
- Layer
- Experimental road
- Test
- Laboratory
- In situ
- Evaluation
- 51 Road: Bituminous materials and binders
- 51 Road: Bituminous materials and binders
- 32 Road: Pavement design
- 32 Road: Pavement design
Added entries (persons, corporate bodies, meetings, titles ...)
- Hakim, HassanStatens väg- och transportforskningsinstitut(Swepub:vti)hassan.hakim@vti.se (author)
- Statens väg- och transportforskningsinstitut (creator_code:org_t)
Internet link
To the university's database
- 1 of 1
- Previous record
- Next record
- To hitlist
Find more in SwePub
- By the author/editor
- Said, Safwat F
- Hakim, Hassan
- About the subject
-
- ENGINEERING AND TECHNOLOGY
- ENGINEERING AND ...
- and Civil Engineerin ...
- and Infrastructure E ...
- Parts in the series
- VTI rapport,
- By the university
- VTI - The Swedish National Road and Transport Research Institute
Search outside SwePub
- Extend your search to:
- Google Book Search
- Google Scholar
Kungliga biblioteket hanterar dina personuppgifter i enlighet med EU:s dataskyddsförordning (2018), GDPR. Läs mer om hur det funkar här.
Så här hanterar KB dina uppgifter vid användning av denna tjänst.
- Copyright © LIBRIS - National Library Systems
- LIBRIS.kb.se
