Thermoactivated cement from construction and demolition waste for pavement base stabilization : A case study in Brazil

Construction and demolition waste (CDW) worldwide generation accounts 10 billion tonnes yearly. The major fraction is landfilled requiring innovative recycling methods to reduce the associated environmental impacts and to increase its circularity. Our study demonstrated the feasibility of using diff...

Ausführliche Beschreibung

Bibliographische Detailangaben
Veröffentlicht in:Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA. - 1991. - 43(2025), 1 vom: 28. Jan., Seite 121-132
1. Verfasser: Pereira, Valdir M (VerfasserIn)
Weitere Verfasser: Baldusco, Raphael, Silva, Patricia B, Quarcioni, Valdecir A, Motta, Rosângela S, Suzuki, Seiiti, Angulo, Sergio C
Format: Online-Aufsatz
Sprache:English
Veröffentlicht: 2025
Zugriff auf das übergeordnete Werk:Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA
Schlagworte:Journal Article Construction and demolition waste fines pavement base recycled cement Industrial Waste
LEADER 01000caa a22002652c 4500
001 NLM368706591
003 DE-627
005 20250305201350.0
007 cr uuu---uuuuu
008 240222s2025 xx |||||o 00| ||eng c
024 7 |a 10.1177/0734242X241227370  |2 doi 
028 5 2 |a pubmed25n1228.xml 
035 |a (DE-627)NLM368706591 
035 |a (NLM)38380635 
040 |a DE-627  |b ger  |c DE-627  |e rakwb 
041 |a eng 
100 1 |a Pereira, Valdir M  |e verfasserin  |4 aut 
245 1 0 |a Thermoactivated cement from construction and demolition waste for pavement base stabilization  |b A case study in Brazil 
264 1 |c 2025 
336 |a Text  |b txt  |2 rdacontent 
337 |a ƒaComputermedien  |b c  |2 rdamedia 
338 |a ƒa Online-Ressource  |b cr  |2 rdacarrier 
500 |a Date Completed 01.01.2025 
500 |a Date Revised 04.01.2025 
500 |a published: Print-Electronic 
500 |a Citation Status MEDLINE 
520 |a Construction and demolition waste (CDW) worldwide generation accounts 10 billion tonnes yearly. The major fraction is landfilled requiring innovative recycling methods to reduce the associated environmental impacts and to increase its circularity. Our study demonstrated the feasibility of using different CDW fines to develop recycled cements and optimized the content of CDW recycled cements with well-graded crushed stone (WGCS) for use as pavement base layer. We scaled up the study obtaining CDW cement and aggregates from a local recycling plant, as well as pilot pavement sections designed, constructed and field deflections measured. As results, the CDW cement pastes exhibited accumulated heat values of up to 111 J g-1 and achieved a compressive strength of approximately 16 MPa. The unconfined compressive strength and resilient modulus (RM) achieved using CDW cement and WGCS were 2-3 and >3000 MPa, respectively. The sections constructed using CDW cement exhibited intermediate behaviour compared to those obtained using reference materials (6% Portland cement-WGCS and a conventional granular base made using WGCS). The deflection decreased over time owing to the pozzolanic reaction 
650 4 |a Journal Article 
650 4 |a Construction and demolition waste 
650 4 |a fines 
650 4 |a pavement base 
650 4 |a recycled cement 
650 7 |a Industrial Waste  |2 NLM 
700 1 |a Baldusco, Raphael  |e verfasserin  |4 aut 
700 1 |a Silva, Patricia B  |e verfasserin  |4 aut 
700 1 |a Quarcioni, Valdecir A  |e verfasserin  |4 aut 
700 1 |a Motta, Rosângela S  |e verfasserin  |4 aut 
700 1 |a Suzuki, Seiiti  |e verfasserin  |4 aut 
700 1 |a Angulo, Sergio C  |e verfasserin  |4 aut 
773 0 8 |i Enthalten in  |t Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA  |d 1991  |g 43(2025), 1 vom: 28. Jan., Seite 121-132  |w (DE-627)NLM098164791  |x 1096-3669  |7 nnas 
773 1 8 |g volume:43  |g year:2025  |g number:1  |g day:28  |g month:01  |g pages:121-132 
856 4 0 |u http://dx.doi.org/10.1177/0734242X241227370  |3 Volltext 
912 |a GBV_USEFLAG_A 
912 |a SYSFLAG_A 
912 |a GBV_NLM 
912 |a GBV_ILN_350 
951 |a AR 
952 |d 43  |j 2025  |e 1  |b 28  |c 01  |h 121-132