Procena trajnosti valjanog betona sa recikliranim materijalima iz kolovoznih konstrukcija

  • Fadhila Ali Kouadri Универзитет Ахмед Забана, Факултет наука и технологије, Одсек за грађевинарство, Лабораторија за иновативне материјале и обновљиве изворе енергије, Релизан https://orcid.org/0009-0003-5197-8404
  • Mohamed Salhi Innovative Materials Laboratory and Renewable Energies, University of Relizane
  • Toufik Boubekeur Одсек за грађевинарство, машинство и саобраћај, Природно-технолошки факултет, Универзитет Тисемсилт https://orcid.org/0000-0003-4947-2300
  • Amar Benyahia Универзитет Саад Дахлаб, Факултет наука и технологије, Одсек за грађевинарство, Блида, Народна Демократска Република Алжир https://orcid.org/0000-0001-6404-0173
  • Alex Li Универзитет Реимс Цхампагне-Арденне, МАТИМ, Реимс, Француска https://orcid.org/0000-0003-4291-9595
  • Boussad Abbès Универзитет Реимс Цхампагне-Арденне, МАТИМ, Реимс, Француска https://orcid.org/0000-0003-1192-6549
Ključne reči: valjani beton, kolovoz od recikliranog agregata, mikrostruktura, trajnost

Sažetak


Uvod/cilj: U ovom istraživanju se ispituje trajnost valjanog betona za kolovoze (eng. RCCP) sa dodatkom recikliranog asfaltnog betona (eng. RAP) kao delimične ili potpune zamene za prirodne agregate (eng. NA). Osnovni cilj je procena mogućnosti primene recikliranog asfaltnog betona u betonu za kolovozne konstrukcije sa stanovišta performansi i održivosti.

Metode: Betonske mešavine su pripremljene sa četiri nivoa zamene recikliranog asfaltnog betona: 0%, 25%, 50%, 75% и 100%. Vrše se ispitivanja izdržljivosti, a sprovedene su i mikrostrukturne analize upotrebom skenirajuće elektronske mikroskopije (eng. SEM) i rendgenske difrakcije (eng. XRD) u cilju ispitivanja unutrašnjih promena pri hemijskom napadu.

Rezultati: Ugradnja recikliranog asfaltnog betona poboljšala je otpornost na dejstvo kiselina i sulfata, posebno pri nivoima zamene do 50%. Iznad ove granice uočen je blagi pad performansi, iako su one ostale u prihvatljivim okvirima. Snimci skenirajuće elektronske mikroskopije pokazali su gušću matricu i bolje prianjanje između cementne paste i RAP agregata. Rendgenska difrakcija potvrdila je prisustvo stabilnih hidratacionih produkata i nakon izlaganja agresivnim rastvorima.

Zaključak: Rezultati podržavaju upotrebu recikliranog asfaltnog betona kao održive i izvodljive alternative prirodnim agregatima u valjanom betonu za kolovoze. Pri optimalnim nivoima zamene, reciklirani asfaltni beton poboljšava trajnost, doprinosi zaštiti životne sredine, smanjuje građevinski otpad i omogućava ekonomski isplativa rešenja kroz upotrebu recikliranih materijala.

Biografije autora

Fadhila Ali Kouadri, Универзитет Ахмед Забана, Факултет наука и технологије, Одсек за грађевинарство, Лабораторија за иновативне материјале и обновљиве изворе енергије, Релизан

Универзитет Ахмед Забана, Факултет наука и технологије, Одсек за грађевинарство, Лабораторија за иновативне материјале и обновљиве изворе енергије, Релизан, Алжир

Toufik Boubekeur, Одсек за грађевинарство, машинство и саобраћај, Природно-технолошки факултет, Универзитет Тисемсилт

Одсек за грађевинарство, машинство и саобраћај, Факултет природних наука и технологије, Универзитет Тисемсилт, П. О. Б. 182, 38000 Тисемсилт, Алжир

Amar Benyahia, Универзитет Саад Дахлаб, Факултет наука и технологије, Одсек за грађевинарство, Блида, Народна Демократска Република Алжир

Универзитет Саад Дахлаб, Факултет наука и технологије, Одсек за грађевинарство, Блида, Народна Демократска Република Алжир

Alex Li, Универзитет Реимс Цхампагне-Арденне, МАТИМ, Реимс, Француска

Универзитет Реимс Цхампагне-Арденне, МАТИМ, Реимс, Француска

Boussad Abbès, Универзитет Реимс Цхампагне-Арденне, МАТИМ, Реимс, Француска

Универзитет Реимс Цхампагне-Арденне, МАТИМ, Реимс, Француска

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Objavljeno
2026/01/23
Rubrika
Originalni naučni radovi