Environmentally Sustainable Cement Composites Based on End-of-Life Tyre Rubber and Recycled Waste Porous Glass.

cement composites end-of-life tyre rubber mechanical resistance recycled waste porous glass safe production thermal insulation

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
10 Oct 2019
Historique:
received: 11 09 2019
revised: 01 10 2019
accepted: 08 10 2019
entrez: 30 10 2019
pubmed: 30 10 2019
medline: 30 10 2019
Statut: epublish

Résumé

In this paper, environmentally sustainable cement mortars were prepared with end-of-life tyre rubber (TR) and recycled waste porous glass (PG) as aggregates in order to obtain lightweight products characterized by renewable and not-pretreated materials specifically for indoor applications. The secondary raw materials were added as partial and/or total replacement of the conventional sand aggregate. The resulting lightweight specimens were characterized by rheological, mechanical, thermal, microstructural and wettability tests. Fine tyre rubber aggregates affected the cohesiveness of the composites, as opposite to coarse tyre rubber and porous glass. The flexural and the compressive strengths of the porous glass samples were higher than the tyre rubber samples because of the higher stiffness and good adhesion of the glass to the cement paste as observed by microstructural observations. On the contrary, an unfavorable adhesion of the tyre aggregates to the cement paste was observed, together with discrete cracks after failure without separation of the two parts of the specimens. The latter result can explain the best results obtained by tyre rubber mortars in the case of impact compression tests where the super-elastic properties of the elastomeric material were evidenced by a deep groove before complete failure. Moreover, the thermal conductivity decrease of the lightweight porous TR and PG composites was in the range of ~80-90% with respect to the sand-based samples, which suggests that they can be used as plasters and masonries, and, in the case of tyre rubber specimens, outside applications are not excluded as observed from the wettability tests.

Identifiants

pubmed: 31658637
pii: ma12203289
doi: 10.3390/ma12203289
pmc: PMC6829454
pii:
doi:

Types de publication

Journal Article

Langues

eng

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Auteurs

Andrea Petrella (A)

Dipartimento di Ingegneria Civile, Ambientale, Edile, del Territorio e di Chimica, Politecnico di Bari, Via E. Orabona 4, 70125 Bari, Italy. andrea.petrella@poliba.it.

Rosa Di Mundo (R)

Dipartimento di Ingegneria Civile, Ambientale, Edile, del Territorio e di Chimica, Politecnico di Bari, Via E. Orabona 4, 70125 Bari, Italy. rosa.dimundo@poliba.it.

Sabino De Gisi (S)

Dipartimento di Ingegneria Civile, Ambientale, Edile, del Territorio e di Chimica, Politecnico di Bari, Via E. Orabona 4, 70125 Bari, Italy. sabino.degisi@poliba.it.

Francesco Todaro (F)

Dipartimento di Ingegneria Civile, Ambientale, Edile, del Territorio e di Chimica, Politecnico di Bari, Via E. Orabona 4, 70125 Bari, Italy. francesco.todaro@poliba.it.

Claudia Labianca (C)

Dipartimento di Ingegneria Civile, Ambientale, Edile, del Territorio e di Chimica, Politecnico di Bari, Via E. Orabona 4, 70125 Bari, Italy. claudia.labianca@poliba.it.

Michele Notarnicola (M)

Dipartimento di Ingegneria Civile, Ambientale, Edile, del Territorio e di Chimica, Politecnico di Bari, Via E. Orabona 4, 70125 Bari, Italy. michele.notarnicola@poliba.it.

Classifications MeSH