Title of article :
In-laboratory compaction procedure for cold recycled mixes with bituminous emulsions
Author/Authors :
Martيnez-Echevarrيa، نويسنده , , Marيa José and Recasens، نويسنده , , Rodrigo Mirَ and del Carmen Rubio Gلmez، نويسنده , , Marيa and Ondina، نويسنده , , Antonio Menéndez، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2012
Abstract :
The cold in-place recycling (CIR) of asphalt pavements is a technique for pavement rehabilitation that uses 100% of the milled or reclaimed asphalt pavement (RAP) from a deteriorated road surface at ambient temperature, and which does not heat any of the mix components. Consequently, CIR has the advantage of reducing gas emissions into the atmosphere. It also cuts fuel consumption since there is no need to transport RAP to an asphalt plant or to convey the mix from the plant to the paving site for spreading and compaction.
heless, one of the weaknesses of this technique is the design of the job mix formula since the densities of laboratory test specimens are generally higher than the densities of the samples obtained at the worksite. As a solution for this problem, we designed an in-laboratory compaction procedure capable of manufacturing test specimens, whose density closely approximated the density of the material at the worksite. For the purposes of our research, we selected three CIR roadwork projects carried out in 2009 in southern Spain. These sites provided the RAP and the emulsion for the laboratory work in our study. It was thus possible to validate the compaction method designed in our research by comparing the dynamic modulus values of pavement cores extracted at the worksite with the values of cores taken from the laboratory specimens. The results obtained validate the new compaction procedure designed in this study.
Keywords :
Cold in-place recycling (CIR) , Density , Compaction , emulsion
Journal title :
Construction and Building Materials
Journal title :
Construction and Building Materials