From Waste to Resource – Utilising Residue from Ready-Made Concrete as New Aggregate

1. Benhelal E, Zahedi G, Shamsaei E & Bahadori A: “Global strategies and potentials to curb CO₂ emissions in cement industry”. Journal of Cleaner Production, Vol. 51, 2013, pp. 142-161. doi: https://doi.org/10.1016/j.jclepro.2012.10.049.10.1016/j.jclepro.2012.10.049Search in Google Scholar

2. Tam V W, Soomro M & Evangelista A C J: “A review of recycled aggregate in concrete applications (2000–2017),” Construction and Building Materials, Vol. 172, 2018, pp. 272-292.10.1016/j.conbuildmat.2018.03.240Search in Google Scholar

3. Adomako S, Engelsen C J, Thorstensen R T & Barbieri D M: “Review of the relationship between aggregates geology and Los Angeles and micro-Deval tests,” Bulletin of Engineering Geology and the Environment, pp. 1-18, 2021.10.1007/s10064-020-02097-ySearch in Google Scholar

4. NS-EN 933-1: 2012 Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method, CEN_Standard_Norway.Search in Google Scholar

5. NS-EN 1097-2: 2010 Tests for mechanical and physical properties of aggregates. Part 2: Methods for the determination of resistance to fragmentation, CEN_Standard_Norway.Search in Google Scholar

6. NS-EN 1097-1: 2011 Tests for mechanical and physical properties of aggregates Part 1: Determination of the resistance to wear (micro-Deval), CEN_Standard_Norway.Search in Google Scholar

7. NS-EN 933-3:2012 Tests for geometrical properties of aggregates Part 3: Determination of particle shape Flakiness index, CEN_Standard_Norway.Search in Google Scholar

8. NS-EN 1097-6:2013 Tests for mechanical and physical properties of aggregates Part 6: Determination of particle density and water absorption, CEN_Standard_Norway.Search in Google Scholar

9. Engelsen C &Justnes H: “CO₂-binding by concrete-Summary of the state of the art and an assessment of the total binding of CO2 by carbonation in the Norwegian concrete stock”. SINTEF Report SBF2014A0019, Oslo, Norway, Vol. 66, 2014.Search in Google Scholar

10. Kox S, Vanroelen G, Van Herck J, de Krem H & Vandoren B: “Experimental evaluation of the high-grade properties of recycled concrete aggregates and their application in concrete road pavement construction”. Case Studies in Construction Materials, Vol. 11, 2019, p. e00282.10.1016/j.cscm.2019.e00282Search in Google Scholar

11. Hand book R210: Laboratory invetigations, N. P. R. Administration, 2016.Search in Google Scholar

12. NS-EN 206: 2013+A1:2016+NA:2017 Concrete — Specification, performance, production and conformity, CEN_Standard_Norway.Search in Google Scholar

13. NS-EN 12620: 2002+A1:2008+NA2016 Aggregates for concrete, CEN_Standard_Norway.Search in Google Scholar

14. Al-Bayati H K A, Tighe S L & Achebe J: “Influence of recycled concrete aggregate on volumetric properties of hot mix asphalt”. Resources, Conservation and Recycling, Vol. 130, 2018, pp. 200-214.10.1016/j.resconrec.2017.11.027Search in Google Scholar

15. Erichsen E, Ulvik A, Wolden K & Neeb P-R: “Aggregates in Norway—Properties defining the quality of sand, gravel and hard rock for use as aggregate for building purposes”. Geology for Society, Geological Survey of Norway Special Publication, Vol. 11, 2008, pp. 37-46.Search in Google Scholar

16. Erichsen E, Ulvik A & Sævik K: “Mechanical degradation of aggregate by the Los Angeles-, the micro-Deval-and the Nordic test methods,” Rock mechanics and rock engineering, Vol. 44, No. 3, 2011, p. 333.10.1007/s00603-011-0140-ySearch in Google Scholar