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Performance of self-compacting concrete cast in hot weather conditions

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This work focused on how self-compacting concrete (SCC) performs in situ in hot weather conditions at an ambient temperature of about 35°C. Tests for the rheological properties and compressive and splitting tensile strength aspects were carried out. The results of SCC mix ingredients on the rheological and hardened features of SCC mix were studied. Variations in the amount of portland cement content (CC), water to cement ratio (w/c), coarse to fine aggregate ratio (C : F), chemical admixture ratio, and pozzolanic admixture ratio were considered. Optimum values were obtained for these ingredients, which satisfied the SCC rheological characteristics and gave a 28-day compressive strength of 42 MPa, and 52 MPa after 28 days and 56 days, respectively. These optimum constituent values were 450 kg·m–3 of cement, 0.45 water cementitious ratio, and a coarse to fine material ratio of 1 : 0.8, a high range superplasticizer of 2%, and a mineral admixture of either 5% silica fume or 25% fly ash as a substitute for a similar amount cement.
Rocznik
Strony
284--302
Opis fizyczny
Bibliogr. 24 poz., tab., wykr., zdj.
Twórcy
  • Zagazig University, Faculty of Engineering, Egypt
  • Zagazig University, Faculty of Engineering, Egypt
  • Zagazig University, Faculty of Engineering, Egypt
Bibliografia
  • Ahmed, S. A., Seleem, M. H., Badawy, A. A. & Elakhras, A. A. (2016). Role of granulated blast furnace ‎slag and ground clay bricks powders in self-compacting concrete. Part 1: fresh and hardened properties. The International Conference of Engineering Sciences and Applications (ICESA), Aswan, Egypt.
  • ASTM International [ASTM] (2023). Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete (ASTM C 618). West Conshohocken, PA.
  • Bilodeau, A. & Malhotra, V. M. (2000). High-volume fly ash system: concrete solution for sustainable development. Materials Journal, 97 (1), 41-48.
  • Bonen, D. & Shah, S. P. (2005). Fresh and hardened properties of self‐consolidating concrete. Progress in Structural Engineering and Materials, 7 (1), 1426.
  • Bouzoubaâ, N. & Lachemi, M. (2001). Self-compacting concrete incorporating high volumes of class F fly ash: preliminary results. Cement and Concrete Research, 31 (3), 413-420.
  • Corinaldesi, V. & Moriconi, G. (2003). The use of recycled aggregate from building demolition in self-compacting concrete. 3rd International RILEM Symposium on Self-Compacting Concrete, Reykjavik, Iceland.
  • Dinakar, P., Babu, K. G. & Santhanam, M. (2008). Durability properties of high volume fly ash self compacting concretes. Cement and Concrete Composites, 30 (10), 880-886.
  • EFNARC (2002). Specifications and guidelines for self-compacting concrete. Norfolk, UK: EFNARC.
  • Esping, O. (2008). Effect of limestone filler BET (H2O)-area on the fresh and hardened properties of self-compacting concrete. Cement and Concrete Research, 38 (7), 938-944.
  • ETS Committee (2009). Egyptian technical specifications for self-compacting concrete. Dokki: Housing and Building National Research Center.
  • Felekoğlu, B., Tosun, K., Baradan, B., Altun, A. & Uyulgan, B. (2006). The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars. Cement and Concrete Research, 36 (9), 1719-1726.
  • Khalil, H. S. (2008). Effect of time delay after mixing on rheological properties of self-compactig concrete. HBRC Journal, 4 (3), 26-34.
  • Khatib, J. M. (2008). Performance of self-compacting concrete containing fly ash. Construction and Building Materials, 22 (9), 1963-1971.
  • Leemann, A., Loser, R. & Münch, B. (2010). Influence of cement type on ITZ porosity and chloride resistance of self-compacting concrete. Cement and Concrete Composites, 32 (2), 116-120.
  • Mueller, H. S., Metcherine, V. & Haist, M. (2001). Development of self-compacting light weight aggregate concrete. Proceedings of the second International Symposium on Self-Compacting Concrete, Kochi, Japan.
  • Najaf, E., Abbasi, H. & Zahrai, S. M. (2022). Effect of waste glass powder, micro silica and polypropylene fibers on ductility, flexural and impact strengths of lightweight concrete. International Journal of Structural Integrity, 13 (3), 511-533.
  • Nehdi, M., Pardhan, M. & Koshowski, S. (2004). Durability of self-consolidating concrete incorporating high-volume replacement composite cements. Cement and Concrete Research, 34 (11), 2103-2112.
  • Okamura, H. & Ozawa, K. (1995). Mix design for self-compacting concrete. Concrete Library of JSCE, 25 (6), 107120.
  • Ozawa, K., Mackawa, K. & Kunishima, M. (1989). Development of high performance ‎concrete based on the durability design of concrete structures. Proceedings of the Second East-‎Asia and Pacific Conference on Structural Engineering and Construction (EASEC-2), 1, 445-450.
  • Saafan, M. A. A. & Bait Al-Shab, T. (2020). Behavior of self-compacting concrete in simulated hot weather. ERJ. Engineering Research Journal, 43 (3), 223-230.
  • Seleem, M. H., Badawy, A. A. M. & Shehabeldin, H. A. (2006). Effect of sand aggregate ratio and type of coarse aggregate on the properties of self compacting concrete. Engineering Journal Research, 29 (1), 105-112.
  • Shi, C. & Yang, X. (2005). Design and application of self-compacting light weight concretes. Paper presented at the 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete, Changsha, Hunan, China.
  • Tu, T. Y., Jann, Y. Y. & Hwang, C. L. (2005). The application of recycled aggregates in SCC. Paper presented at 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete, Changsha, Hunan, China.
  • Türkmen, İ. (2003). Influence of different curing conditions on the physical and mechanical properties of concretes with admixtures of silica fume and blast furnace slag. Materials Letters, 57 (29), 4560-4569.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d7439ac6-6c37-422b-b5a1-96841f6ff43a
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