CONCRETE PAVEMENTS AT THE MUNICH AIRPORT: DESIGN, CONSTRUCTION AND PERFORMANCE

This paper describes how a new airport was built in Munich, Germany between the years 1985 and 1992. Two 60-m wide and 4,000-m long runways, as well as all taxiways and aprons were given a two-layer, non-reinforced concrete pavement with doweled transverse joints (i.e., jointed plain concrete pavement, JPCP), using the slipform construction technique. The aircraft movement areas in concrete have stood the test of time extremely well. Some 20-million passengers having used the airport in 2000, therefore a second terminal and a second apron are needed. The apron will be constructed also using the "Munich construction method", which has been made the model for other German airports too. The only modification concerns joint filling: polysulfide-based compounds will replace bituminous joint fillers in the aircraft parking areas where the aircraft are refueled.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 763-774
  • Serial:
    • Volume: 2

Subject/Index Terms

Filing Info

  • Accession Number: 00823454
  • Record Type: Publication
  • Source Agency: International Society for Concrete Pavements
  • Files: TRIS
  • Created Date: Feb 1 2002 12:00AM