lnu.sePublications
Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Utformning avlandningsbanors överbyggnad med hänsyn till slitlagrets bärförmåga
Linnaeus University, Faculty of Technology, Department of Building Technology.
Linnaeus University, Faculty of Technology, Department of Building Technology.
2020 (Swedish)Independent thesis Basic level (professional degree), 180 HE creditsStudent thesisAlternative title
Design of the runway structure in consideration tothe load capacity of the pavement (English)
Abstract [en]

n this study, the design of the runway structure of the runways is studied in order tocompare different material compositions in the pavement. This is done with the helpof a survey, the program FAARFIELD and peer reviewed studies. Generally, thereare two different types of road structures in an airfield, rigid and flexible (concreteand asphalt). The result obtained shows the difference between the differentdimensions and the material content of the different types of road structures, whenthey are loaded with either heavy or light aircraft models. These results are based ona design period that has been selected for 20 years. In contrast, the stiffness of theconcrete was much higher than the asphalt stiffness, which means that it is better touse concrete in large commercial airports. According to the CDF diagram (thediagram showing whether the structural design conditions are met), the damagecaused by the aircraft is approximately at the same location on the runway for bothsuperstructures, it also means that flexible superstructure maintenance needs to bedone more often, compared to rigid superstructures. The fact that the asphalt has alower modulus of elasticity than the concrete is also a reason why maintenance forflexible superstructures needs to be done more often. However, when the roadstructures became heavily loaded, the total demanding thickness for the rigid roadstructure is calculated to be 760 mm and for the flexible road structure 710 mm.

Place, publisher, year, edition, pages
2020. , p. 62
Keywords [sv]
Slitlager, Dimensionering, Landningsbana, Flygfält, Överbyggnad
National Category
Aerospace Engineering Construction Management
Identifiers
URN: urn:nbn:se:lnu:diva-91863OAI: oai:DiVA.org:lnu-91863DiVA, id: diva2:1391604
Subject / course
Byggteknik
Educational program
Civil Engineering Programme, Building and Construction, 180 credits
Supervisors
Examiners
Available from: 2020-02-06 Created: 2020-02-05 Last updated: 2020-02-06Bibliographically approved

Open Access in DiVA

fulltext(3182 kB)618 downloads
File information
File name FULLTEXT01.pdfFile size 3182 kBChecksum SHA-512
61f495c62437a25bdf88a7fd2c1ce61a8b99b824b6e456ac7cc4465f879cf17fbd55e90a18e1a753860ecfa3b91f449257121a8f7b696b7a35f6409bd57d8bc4
Type fulltextMimetype application/pdf

By organisation
Department of Building Technology
Aerospace EngineeringConstruction Management

Search outside of DiVA

GoogleGoogle Scholar
Total: 619 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

urn-nbn

Altmetric score

urn-nbn
Total: 538 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf