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Flexible pavement application

Sanders P.J. and M. Nunn. 2005. The Application of Enrobe a Module Eleve in Flexible Pavements. TRL Report TRL636. Crowthorne, UK Transport Research Laboratory. [Pg.295]

Use of Modified Bituminous Binders, Special Bitumens and Bitumens with Additives in Pavement Applications, World Road Association (PIARC) Technical Committee Flexible Roads (C8), Labo-ratoire central des Fonts et Chaussees, September 1999. [Pg.326]

The engineering properties of Sulphlex binders when combined with mineral aggregates are similar to those for paving materials. As such, the principal application may be in pavements, either semi-flexible or rigid, depending on the formulation used. [Pg.248]

Flexible Concrete. Flexible concrete is used mainly for pavements. It has a bituminous, asphaltic binder that must be heated to achieve enough plasticity for application. It is applied and rolled to a desired thickness. When the mix cools it hardens enough to withstand heavy loads. [Pg.52]

See other pages where Flexible pavement application is mentioned: [Pg.241]    [Pg.241]    [Pg.132]    [Pg.138]    [Pg.140]    [Pg.535]    [Pg.577]    [Pg.1049]    [Pg.43]    [Pg.351]    [Pg.15]    [Pg.506]    [Pg.413]    [Pg.413]    [Pg.414]   


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