Journals / Challenge Journal of Concrete Research Letters / 2019 / Cilt: 10 - Sayı: 4

Behavior improvement of self-compacting concrete in hot weather

Pages
89–104
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Test results showed that self-compacting concrete behavior and strengths were better than conventional concrete.

📌 3 Key Takeaways

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Objective & Hypothesis:The main aim of this research is studying the effect of hot weather on the properties of self-compacting concrete and conventional concrete in both fresh and hardened state.
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Key Findings & Data:The main parameters were surrounding weather temperature (5°C, 20°C and 35°C), concrete materials temperatures’ (25°C, 50°C), curing temperatures (25°C and 50°C) and admixtures (using a retarder).
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Conclusion & Impact:Test results showed that self-compacting concrete behavior and strengths were better than conventional concrete.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Özet

The main aim of this research is studying the effect of hot weather on the properties of self-compacting concrete and conventional concrete in both fresh and hardened state. Also, this research extends to improve the behavior of self-compacting concrete in hot weather. The main parameters were surrounding weather temperature (5°C, 20°C and 35°C), concrete materials temperatures’ (25°C, 50°C), curing temperatures (25°C and 50°C) and admixtures (using a retarder). Two stages were carried out to achieve the research aim. The behavior of self-compacting concrete compared to conventional concrete was evaluated in the first stage. Based on the first stage, attempts to enhance the concrete properties were evaluated in the second stage. Precautions on mixing and placing concrete in these climates are considered. Results are a drive in terms of; workability tests, compressive strength, splitting tensile strength, and flexural strength. Test results showed that self-compacting concrete behavior and strengths were better than conventional concrete. Slump test, J-ring and V-funnel test were used to evaluate the fresh properties of the self-compacting concrete. Drying shrinkage of self-compacting concrete in hot weather were also evaluated.

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Cite This Article

KAMAL, M., ETMAN, Z., BASHANDY, A., NAGY, M. (2019). Behavior improvement of self-compacting concrete in hot weather. Challenge Journal of Concrete Research Letters, Cilt: 10 - Sayı: 4, 89–104. https://ajindex.com/articles/142763

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References (9)

  1. Ahmadi BH (2000). Initial and final setting time of concrete in hot weather. Materials and Structures, 33, 511-514.
  2. Al-Amoudi OSB, Maslehuddin M, Shameem M, Ibrahim M (2007). Shrinkage of plain and silica fume cement concrete under hot weather. Cement and Concrete Composites, 29(9), 690-699.
  3. Al-Feel JR, Al-Saffar NS (2009). Properties of self-compacting concrete at different curing condition and their comparison with properties of normal concrete. Al-Rafidain Engineering Journal, 17(3), 30-38. ASTM C33/C33M-18 (2018). Standard Specification for Concrete Aggregates. ASTM International, West Conshohocken, PA, USA. ASTM C157/C157M (2008). Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete. Annual Book of ASTM Standards, Vol. 04.02 - Concrete and Aggregates, ASTM International, Conshohocken, PA, USA. ASTM C494/C494M-17 (2017). Standard Specification for Chemical Admixtures for Concrete. ASTM International, West Conshohocken, PA, USA. Bentz DP (2006). Influence of shrinkage reducing admixtures on earlyage properties of cement pastes. Journal of Advanced Concrete Technology, 4(3), 423-429. BS EN 934-2:2009+A1:2012 (2009). Admixtures for concrete, mortar and grout. Concrete admixtures. Definitions, Requirements, Conformity, Marking and Labelling. E.C.P.203 (2017). Egyptian Code of Practice: Design and Construction for Reinforced Concrete Structures. Research Centre for Houses Building and Physical Planning, Cairo, Egypt. E.S.S.1109 (2008).
  4. Aggregate. Ministry of Industry, Cairo, Egypt. E.S.S.4756-1 (2012).
  5. Portland Cement, Ordinary and Rapid Hardening. Ministry of Industry, Cairo, Egypt. EFNARC (2005).
  6. The-European-Project-Group, Specifications and guidelines for self-compacting concrete. In: European Federation of Producers and Applicators of Specialist Products for Structures. Jiang C, Yang Y, Wang Y, Zahou Y, Ma C (2014). Autogenous shrinkage of high performance concrete containing mineral admixtures under different curing temperatures. Construction and Building Materials, 61, 260-269.
  7. Lura P, Breugel K, Maruyam I (2001). Effect of curing temperature and type of cement on early-age shrinkage of high-performance concrete. Cement and Concrete Research, 31, 1867-1872.
  8. Madduru SRC, Pallapothu SNRG, Pancharathi RK, Garje RK, Chakilam R (2016). Effect of self-curing chemicals in self-compacting mortars. Construction and Building Materials, 107, 356-364
  9. Madi M, Refaat N, Negm El Din A, Ziada F, Mazen M, Ahmed S, et al. (2017) The