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.
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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
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Serial:
- Rivista della Strada
- Volume: 46
- Issue Number: 435
- Publisher: Casa Editrice la fiaccola
Subject/Index Terms
- TRT Terms: Airport runways; Airports; Bitumen; Bituminous mixtures; Calcium oxide; Cement; Clay; Compressibility; Concrete; Elasticity (Mechanics); Loads; Mathematical models; Pavement design; Pavements; Paving; Reinforced concrete; Soil stabilization
- ITRD Terms: 1037: Airport; 4967: Bituminous mixture; 4758: Cement; 4177: Clay; 5905: Compressibility; 5912: Elasticity; 4574: Lime; 5567: Load; 6473: Mathematical model; 2955: Pavement; 3055: Pavement design; 4794: Reinforced concrete; 1038: Runway; 3689: Soil stabilization
- Subject Areas: Aviation; Design; Geotechnology; Highways; Pavements; Terminals and Facilities; I22: Design of Pavements, Railways and Guideways;
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