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Sustainable deployment of crushed concrete aggregates strengthened with cement and sand

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Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: Paper assessed the feasibility of crushed concrete aggregates (CCA), a subsidiary of construction and demolition (C&D) waste, blended with cement and sand to form a composite for civil engineering field applications. Design/methodology/approach: The compaction and strength characteristics of CCA were observed by conducting Proctor compaction and California Bearing Ratio (CBR) tests. Different proportions of CCA, sand and cement were used. Moreover, the effect of curing period (0, 4, 7, 14 and 28 days) was also studied. In addition, regression analyses were performed to develop empirical expressions to predict the compaction and strength characteristics of the CCA composite. Findings: Increasing the CCA content up to 50% increases the maximum dry unit weight (MDUW) and decreases the optimum moisture content (OMC). However, on further increasing its content the MDUW decreases and OMC increases. Percent increase in the CBR value can go up to 412% if the CCA content is increased up to 50%. However, the percent reduction in CBR of about 20% can take place if 100% CCA content is used. Moreover, multiple regression shows that the experimental results are in good agreement with the predicted values. Research limitations/implications: The results obtained are purely dependent on the type of material. However, they are in favour of the used material as a probable option for road sub-base layer, and also for reducing burden on available natural resources. Therefore, it is recommended to conduct some initial tests to confirm the feasibility of the material. Practical implications: The proposed study will guide the design Engineers to choose CCA as one of the potential materials for road construction. Originality/value: It was observed that there is a need to maximize the utilization of C&D waste without making any compromise with its mechanical properties. So keeping that in view, the present study was conducted.
Rocznik
Strony
19--34
Opis fizyczny
Bibliogr. 40 poz.
Twórcy
autor
  • School of Civil Engineering, Lovely Professional University, Phagwara, Punjab, India
autor
  • Department of Civil Engineering, Dr. B R Ambedkar National Institute of Technology, Jalandhar, India
autor
  • Department of Civil Engineering, Galgotia College of Engineering and Technology, Greater Noida, U.P., India
Bibliografia
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  • [26] R. Taha, A. Al-Harthy, K. Al-Shamsi, M. Al-Zubeidi, Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases, Journal of Materials in Civil Engineering 14/3 (2002) 239-245. DOI: https://doi.org/10.1061/(ASCE)0899- 1561(2002)14:3(239)
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Uwagi
PL
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-04f5e9de-fa37-4676-a24f-17f04a19ca19
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