| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6715857 | Construction and Building Materials | 2018 | 13 Pages |
Abstract
Two different moduli calculation methods were used: back calculation and forward calculation. Both methods shown acceptable values for these recycled materials. Low quality recycled mixed aggregates can be used as substitutes for natural aggregates as unbound layers. The mechanical performance and surface roughness values obtained from the experimental road shown an acceptable behaviour.
Keywords
RCAMixed recycled aggregatesCDWGPRCBRNDTMRSForward calculationFWDIRINondestructive testingfalling weight deflectometerRecycled concrete aggregatesRecycled aggregatesnatural aggregatesGround penetrating radarConstruction and demolition wasteInternational roughness indexBackcalculationSubgradeCalifornia bearing ratio
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Javier Tavira, José Ramón Jiménez, Jesús Ayuso, MarÃa José Sierra, Enrique Fernández Ledesma,