Theoretical models to evaluate the effect of SiO 2  and CaO contents on the long‑term compressive strength of cement mortar modified with cement kiln dust (CKD)

Abdalla, Aso A.; Salih Mohammed, Ahmed

doi:10.1007/s43452-022-00418-4

Artykuł - szczegóły

Tytuł artykułu

Theoretical models to evaluate the effect of SiO₂ and CaO contents on the long‑term compressive strength of cement mortar modified with cement kiln dust (CKD)

Autorzy

Abdalla Aso A. , Salih Mohammed Ahmed

Wybrane pełne teksty z tego czasopisma

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

Identyfikatory

DOI

10.1007/s43452-022-00418-4

Warianty tytułu

Języki publikacji

Abstrakty

Cement kiln dust (CKD) is a fine powder similar to Portland cement in appearance and produced during grinding and burning of the raw material in the cement kiln. Large amounts of CKD have accumulated in the cement factories annually. It is necessary to re-use this waste material in the construction field instead of landfilling, causing environmental problems, such as the death of vegetation and groundwater pollution. One of the choices to re-use CKD is replacing Portland cement in cement-based mortar and reducing greenhouse gas emissions like carbon dioxide to the atmosphere. This study evaluated the effect of the main two components of CKD, such as SiO₂ and CaO, on the long-term compressive strength of cement-based mortar up to 360 days of curing. For that purpose, 167 data of cement-based mortar samples modified with CKD were collected from literature and analyzed. Water-to-binder ratio (w/b) was ranged from 0.34 to 0.76, CKD content ranged from 0 to 50% (dry weight of cement), different CaO and SiO₂ of CKD and cement are ranged from 17.64 to 25.45%, and 51.45 to 65.57%, respectively. Several soft computing models, such as multi-expression programming (MEP), artificial neural network (ANN), nonlinear regression (NLR), and full quadratic (FQ), were developed to predict the compressive strength of the cement mortar modified with CKD. Statistical assessment tools were also used to evaluate the proposed models. It was obtained from the modeling results that are increasing SiO₂(%) increased the compressive strength of the mortar, and increasing CaO (%) decreased compressive strength for CKD content from 0 to 15% and increasing compressive strength for CKD content of 15-50%. According to the assessment criteria, the ANN model predicted compressive strength up to 360 days of curing better than other developed models with high R² and a20-index and low RMSE, MAE, SI, and OBJ. The second-best model was the MEP model. Based on the sensitivity analysis, the curing time is the most influential parameter in compressive strength prediction of cement-based mortar modified with CKD.

Słowa kluczowe

cement kiln dust CKD cement mortar CaO contents SiO2 contents compressive strength statistical analysis

pył cementowy zaprawa cementowa wytrzymałość na ściskanie analiza statystyczna

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. e105

Opis fizyczny

Bibliogr. 46 poz., rys., tab., wykr.

Twórcy

autor

Abdalla Aso A.

College of Engineering, Civil Engineering Department, University of Sulaimani, Kurdistan‑Iraq, Kirkuk Rd, Sulaymaniyah 46001, Iraq

autor

Salih Mohammed Ahmed

ahmed.mohammed@univsul.edu.iq

College of Engineering, Civil Engineering Department, University of Sulaimani, Kurdistan‑Iraq, Kirkuk Rd, Sulaymaniyah 46001, Iraq

https://orcid.org/0000-0003-4306-3274

Bibliografia

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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-d7eca3da-8550-4026-9b06-72649c8c5d4a

Theoretical models to evaluate the effect of SiO2 and CaO contents on the long‑term compressive strength of cement mortar modified with cement kiln dust (CKD)

Theoretical models to evaluate the effect of SiO₂ and CaO contents on the long‑term compressive strength of cement mortar modified with cement kiln dust (CKD)