Physical and mechanical behaviourof recycled concrete under destructive and non-destructive testing

• Autorzy: Chaabane Lynda Amel , Soualhi Hamza , Fellah Ilies , Khalfi Yassine , Bouayed Nadia Sirine

Identyfikatory

DOI

10.35784/bud-arch.5840

Warianty tytułu

PL

Fizyczne i mechaniczne zachowanie betonu z recyklingu poddanego testom niszczącym i nieniszczącym

• Języki publikacji: EN

Abstrakty

EN

Aggregates recycled from construction sites may exhibit slightly inferior characteristics compared to natural aggregates in terms of porosity, friability, and variability. However, it must be acknowledged that although recycled aggregates are currently used only in small proportions for manufacturingconcrete, their usage is steadily increasing. It is now widely recognised that the reuse of recycled aggregates in mortar and concrete significantly contributes to the preservation of alluvial aggregates. The valorisation of recycled aggregates in concrete and mortar offers a clear economic advantage in the construction sector. Indeed, the reuse of materials from demolition could be envisaged directly on site or at construction waste recycling and treatment platforms. Additionally, it should be noted that to date, there is no specific standard for measuring the water absorption of recycled aggregates. Regarding the physical properties, the estimation of the absorption kinetics of the recycled aggregates has proved necessary. Moreover, other equally important measurements must be undertaken to determine all the other properties. The results obtained demonstrated that a good correlation exists between the substitution rate and the physical and mechanical properties of the prepared concrete. Furthermore, it was decided to vary the substitution rate of natural sand with recycled sand during the manufacture of concrete according to the following percentages: 25% recycled sand with 75% natural sand, and 50% recycled sandwith 50% natural sand.

PL

Kruszywa pochodzące z recyklingu z placów budowy mogą wykazywać nieco gorsze właściwości w porównaniu do kruszyw naturalnych pod względem porowatości, kruchości i zmienności. Należy jednak zauważyć, że chociaż kruszywa z recyklingu są obecnie stosowane tylko w niewielkich proporcjach do produkcji betonu, ich użycie stale rośnie. Obecnie powszechnie uznaje się, że ponowne użycie kruszyw z recyklingu w zaprawach i betonie znacząco przyczynia się do ochrony kruszyw aluwialnych. Waloryzacja kruszyw z recyklingu w betonie i zaprawach oferuje wyraźną korzyść ekonomiczną w sektorze budowlanym. Rzeczywiście, ponowne użycie materiałów z rozbiórek można rozważać bezpośrednio na miejscu lub w miejscach recyklingu i przetwarzania odpadów budowlanych. Ponadto, należy zauważyć, że do tej pory nie ma specyficznej normy do pomiaru nasiąkliwości przez kruszywa z recyklingu. W odniesieniu do właściwości fizycznych, okazało się konieczne oszacowanie kinetyki absorpcji kruszyw z recyklingu. Co więcej, muszą zostać przeprowadzone inne równie ważne pomiary, aby określić wszystkie pozostałe właściwości. Uzyskane wyniki wykazały, że istnieje dobra korelacja między stopień substytucji a właściwościami fizycznymi i mechanicznymi przygotowanego betonu. Ponadto, zdecydowano się zmieniać stopień substytucji piasku naturalnego piaskiem z recyklingu podczas produkcji betonu według następujących procentów: 25% piasku z recyklingu i 75% piasku naturalnego oraz 50% piasku z recyklingu i 50% piasku naturalnego.

Słowa kluczowe

EN

concrete; recycled gravel; recycled sand; physical tests; non-destructive testing

PL

beton; kruszywo z recyklingu; piasek z recyklingu; testy fizyczne; testy nieniszczące

• Wydawca: Wydawnictwo Politechniki Lubelskiej
• Czasopismo: Budownictwo i Architektura
• Rocznik: 2024
• Tom: Vol. 23, no. 2
• Strony: 37--57
• Opis fizyczny: Bibliogr. 50 poz., fig., tab.

Twórcy

autor

Chaabane Lynda Amel

• Civil Engineering Department; Physico-Chemistry of Advanced Materials Laboratory (LPCMA); Djillali Liabès University

• https://orcid.org/0000-0003-0740-473X

autor

Soualhi Hamza

• Civil Engineering Department; LRGC laboratory; Amar Telidji University

• https://orcid.org/0000-0002-9284-4416

autor

Fellah Ilies

• Civil Engineering Department; Physico-Chemistry of Advanced Materials Laboratory (LPCMA); Djillali Liabès University

• https://orcid.org/0009-0006-9265-7019

autor

Khalfi Yassine

• Energy and Process Engineering Department; LGPME laboratory; Djillali Liabès University

• https://orcid.org/0000-0003-4303-5118

autor

Bouayed Nadia Sirine

• Le Havre Normandie University

• https://orcid.org/0009-0009-2506-2965

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).