AIRFIELD PAVEMENTS ON VERY SOFT GROUND

PAVIMENTAZIONI AEROPORTUALI IN TERRENO MOLTO COMPRESSIBILI

The terrain in question consists of a stratified peaty clay extending to a great depth. The solution proposed is a three-layer construction slightly proud of ground level (to facilitate water run-off), using materials of adequate strength but of low specific weight. The subgrade is constructed by stabilising the natural terrain with lime or cement. This is surmounted by a slab of reinforced lightweight concrete followed by a film of bituminous or resin binder, on to which the top layer of normal or light bituminous mix is laid. A mathematical model is presented for the derivation of design thicknesses.

  • Corporate Authors:

    Casa Editrice la fiaccola

    Via Carlo Ravizza 62
    Milano,   Italy 
  • Authors:
    • Priolo, D
  • Publication Date: 1977-10

Language

  • Italian

Media Info

  • Features: Figures; References;
  • Pagination: p. 937-942
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00172458
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Analytic
  • Files: ITRD, TRIS
  • Created Date: Apr 26 1978 12:00AM