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Właściwości inżynieryjne betonu samozagęszczalnego z dodatkiem włókien PET i recyklingowego drobnego kruszywa betonowego
Meriem Bayah
Civil Engineering Department; Faculty of Technology; University Saad Dahleb of Blida; (Algieria)
Farid Debieb
f_debieb@yahoo.comMaterials and Environment Laboratory; University Yahia Fares of Medea; (Algieria)
https://orcid.org/0000-0002-3898-7037
El-Hadj Kadri
L2MGC - Civil Engineering Mechanics and Materials Laboratory; University of Cergy-Pontoise; (Francja)
https://orcid.org/0000-0001-7383-8574
Mohamed Bentchikou
Mechanic-Physic and Mathematic Modelling Laboratory; University Yahia Fares of Medea; (Algieria)
https://orcid.org/0000-0001-5980-233X
Abstrakt
Beton jest obecnie najczęściej używanym materiałem w sektorze budowlanym ze względu na jego korzystne właściwości. Jednakże rozprzestrzenianie się odpadów stanowi znaczący problem środowiskowy. Przez ostatnie trzy dekady badacze zgłębiali wykorzystanie odpadów budowlanych i rozbiórkowych (OBR) oraz odpadów plastikowych jako kruszywa, spoiwa i włókien w materiałach budowlanych. Podejście to wyłoniło się jako znaczące rozwiązanie, które ma sprostać wyzwaniom środowiskowym i ekonomicznym. Celem tego badania jest ocena wpływu włókien z politereftalanu etylenu (PETF) na zachowanie betonu samozagęszczalnego (SCC) z recyklingowym, drobnym kruszywem betonowym (RDKB). Naturalne, drobne kruszywa (NDK) były stosowane jako substytut RDKB w różnych udziałach masowych (0–100%). Dodatkowo, dodano cztery frakcje objętościowe (Vf) włókien PETF (w zakresie od 0,3% do 1,2%), a wyniki ujawniły poprawę wytrzymałości na zginanie i modułu sprężystości otrzymanego materiału kompozytowego. Jednakże w miarę wzrostu Vf zawartości włókien PET i RDKB, wytrzymałość na ściskanie spadała, negatywnie wpływając na absorpcję wody przez zanurzenie i absorpcję wody kapilarnej. Użycie 100% RDKB i 1,2% PETF poprawiło moduł sprężystości i wytrzymałość na zginanie recyklingowego betonu samozagęszczalnego (RSCC) odpowiednio o do 25% i 9%.
Słowa kluczowe:
włókna z politereftalanu etylenu, recyklingowe drobne kruszywo betonowe, wytrzymałość na zginanie, beton samozagęszczalnyBibliografia
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Bayah, M. (2024) „Właściwości inżynieryjne betonu samozagęszczalnego z dodatkiem włókien PET i recyklingowego drobnego kruszywa betonowego”, Budownictwo i Architektura, 22(4), s. 071–095. doi: 10.35784/bud-arch.5491.
Autorzy
Meriem BayahCivil Engineering Department; Faculty of Technology; University Saad Dahleb of Blida; Algieria
Autorzy
Farid Debiebf_debieb@yahoo.com
Materials and Environment Laboratory; University Yahia Fares of Medea; Algieria
https://orcid.org/0000-0002-3898-7037
Autorzy
El-Hadj KadriL2MGC - Civil Engineering Mechanics and Materials Laboratory; University of Cergy-Pontoise; Francja
https://orcid.org/0000-0001-7383-8574
Autorzy
Mohamed BentchikouMechanic-Physic and Mathematic Modelling Laboratory; University Yahia Fares of Medea; Algieria
https://orcid.org/0000-0001-5980-233X
Statystyki
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