Waterproofing concrete with reclaimed asphalt pavement

The amount of reclaimed asphalt pavement (RAP) after roadway milling procedures is high, and it cannot be completely recycled within asphalt. Therefore, to save landfill space, the recycling of uncontaminated RAP aggregates within concrete was deeply studied. The combination of two blended cements and the addition of 30% RAP to replace natural aggregates allowed an appropriate control of the early strength and stiffness development of the RAP concrete. The strength values remained in the range of 36–43 MPa up to 60 d, and the modulus of elasticity was between 27500 MPa and 28500 MPa. The control of these two parameters within the early hydration stage and the RAP addition was essential to avoid the formation of microcracks and to obtain waterproof concrete. The fine RAP component allowed adequate densification and the production of watertight recycled concrete. The leaching tests indicated a very low environmental risk with respect to the pollutant release.

Authors

Institutions

Publication Details

Journal
Materials Reports Solidwaste and Ecomaterials
Published
2025-02-24
DOI
https://doi.org/10.26599/mrse.2025.9520006
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Waterproofing concrete with reclaimed asphalt pavement

A. Krattiger, Christian Paglia, A. Terminio
Materials Reports Solidwaste and Ecomaterials
Innovations in Concrete and Construction Materials
article

Waterproofing concrete with reclaimed asphalt pavement

A. Krattiger, Christian Paglia, A. Terminio
article en

Abstract

The amount of reclaimed asphalt pavement (RAP) after roadway milling procedures is high, and it cannot be completely recycled within asphalt. Therefore, to save landfill space, the recycling of uncontaminated RAP aggregates within concrete was deeply studied. The combination of two blended cements and the addition of 30% RAP to replace natural aggregates allowed an appropriate control of the early strength and stiffness development of the RAP concrete. The strength values remained in the range of 36–43 MPa up to 60 d, and the modulus of elasticity was between 27500 MPa and 28500 MPa. The control of these two parameters within the early hydration stage and the RAP addition was essential to avoid the formation of microcracks and to obtain waterproof concrete. The fine RAP component allowed adequate densification and the production of watertight recycled concrete. The leaching tests indicated a very low environmental risk with respect to the pollutant release.

Materials Reports Solidwaste and Ecomaterials
GlyTech (United States) (US), Swiss Re (Switzerland) (CH)
Openalex Percentile: Top 97%
Innovations in Concrete and Construction Materials
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.