A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The use of compressible packing model and modified asphalt binders in high-modulus asphalt mix design
High-modulus asphalt mix, Enrobé à Module Élevé (EME) in French, is a type of HMA representing high modulus or stiffness. Traditionally, EME mixes are fabricated with straight-run hard grade asphalt cement which has poor performance at lower temperatures and is very susceptible to low-temperature cracking in cold regions. The main objective of this study is therefore developing a new approach to EME mix design that contributes to good performance at high, medium and low temperatures. EME mixes have a dense structure. In this regard, Compressible Packing Model (CPM) was used to optimise the packing degree of EME mixes for two different mix types based on nominal maximum aggregate size (EME 12.5 and EME 19). In addition, three types of modified asphalt binders, namely: PG 88-28, PG 82-28 and PG 58-28 plus 10% Elastomer additives were used in this study. Thermo-mechanical tests were conducted to evaluate the performance of EME mixes in terms of stiffness, rutting, fatigue and low-temperature cracking. Obtained results showed that the developed mixes had acceptable performance at all levels, and that the mixes could satisfactorily perform at lower temperatures.
The use of compressible packing model and modified asphalt binders in high-modulus asphalt mix design
High-modulus asphalt mix, Enrobé à Module Élevé (EME) in French, is a type of HMA representing high modulus or stiffness. Traditionally, EME mixes are fabricated with straight-run hard grade asphalt cement which has poor performance at lower temperatures and is very susceptible to low-temperature cracking in cold regions. The main objective of this study is therefore developing a new approach to EME mix design that contributes to good performance at high, medium and low temperatures. EME mixes have a dense structure. In this regard, Compressible Packing Model (CPM) was used to optimise the packing degree of EME mixes for two different mix types based on nominal maximum aggregate size (EME 12.5 and EME 19). In addition, three types of modified asphalt binders, namely: PG 88-28, PG 82-28 and PG 58-28 plus 10% Elastomer additives were used in this study. Thermo-mechanical tests were conducted to evaluate the performance of EME mixes in terms of stiffness, rutting, fatigue and low-temperature cracking. Obtained results showed that the developed mixes had acceptable performance at all levels, and that the mixes could satisfactorily perform at lower temperatures.
The use of compressible packing model and modified asphalt binders in high-modulus asphalt mix design
Baghaee Moghaddam, Taher (author) / Baaj, Hassan (author)
Road Materials and Pavement Design ; 21 ; 1061-1077
2020-05-18
17 pages
Article (Journal)
Electronic Resource
English
Rheological characterization of high-modulus asphalt mix with modified asphalt binders
| British Library Online Contents | 2018
MODIFIED ASPHALT BINDERS AND ASPHALT PAVING COMPOSITIONS
| European Patent Office | 2016
MODIFIED ASPHALT BINDERS AND ASPHALT PAVING COMPOSITIONS
| European Patent Office | 2016
Polymer modified asphalt binders
| British Library Online Contents | 2007
Polymer modified asphalt binders
| Online Contents | 2007