Performance of high‑strength green concrete under the influence of curing methods, volcanic pumice dust, and hot weather

Zeyad, Abdullah M.; Magbool, Hassan M.; Amran, Mugahed; Mijarsh, M. J. A.; Almalki, Ali

doi:10.1007/s43452-022-00445-1

Artykuł - szczegóły

Tytuł artykułu

Performance of high‑strength green concrete under the influence of curing methods, volcanic pumice dust, and hot weather

Autorzy

Zeyad Abdullah M. , Magbool Hassan M. , Amran Mugahed , Mijarsh M. J. A. , Almalki Ali

Wybrane pełne teksty z tego czasopisma

http://www.springer.com/journal/43452

Identyfikatory

DOI

10.1007/s43452-022-00445-1

Warianty tytułu

Języki publikacji

Abstrakty

This study aimed at examining the impact of concrete curing methods in hot-weather regions on the properties of high-strength green concrete (HSC), which is made from a local industrial waste by-product from the manufacture of light volcanic aggregates called volcanic pumice dust (VPD). The HSC properties are significantly affected by the curing methods, the ambient weather, and the alternative materials to cement. This study aimed to apply three curing methods in a hot-weather region, including the following: (1) the specimens were immersed in a water tank in laboratory conditions, (2) the specimens were cured by covering them with a wet burlap outdoors and spraying the burlap with water twice a day, and (3) the specimens were cured by spraying with water outdoor. Three VPD replacement rates are applied, namely 10%, 20%, and 30% cement mass replacements. In this study, slump tests were conducted and the water absorption, sorptivity, and compressive, indirect tensile, and flexural strengths were investigated to determine the HSC properties. The microstructure of the cement paste was evaluated through thermogravimetric analysis, scanning electron microscopy, and X-ray diffraction. The addition of VPD contributed to reducing the negative impact of hot weather on concrete and improving construction applications. All tests were conducted on hardened concrete at 7, 28, 90, and 180 curing ages. Furthermore, the compressive strength of the immersion curing methods using 10% of VPD surpassed 60 MPa at the 28-day curing age. The residual compressive strength was in the range of 85.6-98.2% when CC and SC were applied compared to IC for all replacement rates at a test age of 180 days. The HSC containing 30% of VPD showed low water sorptivity and water absorption in all curing methods.

Słowa kluczowe

hot weather concrete curing method volcanic pumice dust high strength green concrete construction material construction applications

metoda utwardzania pył wulkaniczny beton o wysokiej odporności materiał konstrukcyjny

Wydawca

Springer
Wrocław University of Science and Technology

Czasopismo

Archives of Civil and Mechanical Engineering

Rocznik

2022

Tom

Vol. 22, no. 3

Strony

art. no. e134

Opis fizyczny

Bibliogr. 69 poz., rys., tab., wykr.

Twórcy

autor

Zeyad Abdullah M.

azmohsen@jazau.edu.sa

Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia
Department of Civil Engineering, Faculty of Engineering, University of Science and Technology, Aden, Yemen

https://orcid.org/0000-0003-0023-8249

autor

Magbool Hassan M.

Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia

autor

Amran Mugahed

Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi Arabia
Department of Civil Engineering, Faculty of Engineering and IT, Amran University, 9677 Amran, Yemen

autor

Mijarsh M. J. A.

Civil Engineering Department, Elmergib University, Al‑Khums, Libya

autor

Almalki Ali

Civil Engineering Department, College of Engineering, Jazan University, Jazan 45142, Saudi Arabia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-4d284fe0-65c0-43f9-bd68-9228d14f6078