Producing 100+ MPa Field Concrete in Developing Countries: Requirements and Challenges

  • Youssef ElHawary The American University in Cairo, Department of Construction Engineering, AUC Avenue, New Cairo 11835, Egypt.
  • Mohamed Hamdy The American University in Cairo, Department of Construction Engineering, AUC Avenue, New Cairo 11835, Egypt.
  • John Haroun The American University in Cairo, Department of Construction Engineering, AUC Avenue, New Cairo 11835, Egypt.
  • Omar Youssef The American University in Cairo, Department of Construction Engineering, AUC Avenue, New Cairo 11835, Egypt.
  • Tamer Breakah Ball State University, Department of Construction Management and Interior Design, 2000 W. University Avenue, Muncie, IN 47306, USA.
  • Mohamed Nagib The American University in Cairo, Department of Construction Engineering, AUC Avenue, New Cairo 11835, Egypt.
Keywords: Concrete, 100 MPa Concrete, Field Challenges, Ultra High Strength

Abstract

Over the past three decades, there has been a paradigm shift in the concrete industry in which high strength and high performance concrete became more widely in use. However, producing ultra-high strength concrete surpassing 100 MPa compressive strength in the field remains a challenging task. This is primarily due to the various factors involved in such concrete and its sensitivity to many of these factors. This study aims at producing field concrete surpassing 100 MPa compressive strength using readily available materials worldwide. The study also addresses the requirements and challenges of 100+ MPa concrete in the field in order to possess similar properties to conjugate mixtures produced in the laboratory having same mix proportions. Concrete mixtures were prepared with different water-to-cement ratios and incorporated variety of chemical and mineral admixtures. Tests included fresh concrete, self-consolidation as well as hardened concrete properties in order to determine the properties of the concrete produced. The impact of other vital factors such as mixing process, ambient temperature, curing process and pumping are addressed taking field conditions into consideration. Several field visits were conducted to monitor field concrete that was produced using the designated mixtures. The study herein revealed that reaching 100 plus MPa concrete is doable using variety of readily-available constituents and mix proportion. However, the study pinpoints the importance of other crucial factors and field practices. Recommendations are provided to concrete users and practitioners to exercise better quality control and ensure high rate of success in producing ultra-high strength concrete in the field.

References

Ranade, R., Li, V. C., Heard, W. F., & Williams, B. A. (2017). Impact resistance of high strength-high ductility concrete. Cement and Concrete Research, 98, 24-35.

Senthilkumar, V., & Asvinth, N. (2020). Study on Characteristics Compressive Strength of High Strength Concrete Using Silica Fume. Journal of Advanced Cement & Concrete Technology, 3(1, 2).

Okamura, H. (1997). Self-compacting high-performance concrete. Concrete international, 19(7), 50-54.

El-Sayed, W. S., Sadek, D. M., & Al-Samahy, B. I. (2011). Behavior and Durability of High and Ultra High Strength Concrete Manufactured by Local Materials. JES. Journal of Engineering Sciences, 39(4), 811-826.

Richard, P., & Cheyrezy, M. (1995). Composition of reactive powder concretes. Cement and concrete research, 25(7), 1501-1511.

Neeley, B. D., & Walley, D. M. (1995). VHS concrete. The Military Engineer, 87(572), 36-37.

O'Neil III, E. F. (2008). On engineering the microstructure of high-performance concretes to improve strength, rheology, toughness, and frangibility. Dissertation Abstracts International, 69(11).

Azmee, N. M., & Shafiq, N. (2018). Ultra-high performance concrete: From fundamental to applications. Case Studies in Construction Materials, 9, e00197.

Collepardi, S., Coppola, L., Troli, R., & Collepardi, M. (1997). Mechanical properties of modified reactive powder concrete. ACI Special Publications, 173, 1-22.

Roux, N., Andrade, C., & Sanjuan, M. A. (1996). Experimental study of durability of reactive powder concretes. Journal of materials in civil engineering, 8(1), 1-6.

Ravitheja, A., Kumar, G. P., & Anjaneyulu, C. M. (2021). Impact on cementitious materials on high strength concrete–A review. Materials Today: Proceedings, 46, 21-23.

Abbas, S. M. L. N., Nehdi, M. L., & Saleem, M. A. (2016). Ultra-high performance concrete: Mechanical performance, durability, sustainability and implementation challenges. International Journal of Concrete Structures and Materials, 10, 271-295.

Pertiwi, D., Agusdini, T. M. C., Komara, I., & Wahyu, A. (2023). Performance of High-Strength Concrete Properties for Two Locally Available Aggregates: Partial Gradation Approaches. Trends in Sciences, 20(3), 6370-6370.

ASTM C 494 (1999). “Standard Specification for Chemical Admixtures for Concrete” Annual Book of ASTM Standards, Annual Book of ASTM Standards, Concrete and Mineral Aggregates, Philadelphia, PA, USA. In American Society for Testing and Materials (Vol. 4, No. 2, pp. 251-259).

ASTM C 1611 (2005). “Test method for slump flow of self-consolidating concrete”. Annual Book of ASTM Standards, Annual Book of ASTM Standards, Concrete and Mineral Aggregates, Philadelphia, PA, USA. In American Society for Testing and Materials.

ASTM C 231 (2004). Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. Annual Book of ASTM Standards, 4.

EN, B. (2010). 12350-10: Testing Fresh Concrete. Self-Compacting Concrete. L Box Test. British Standards Institute. London, UK.

ASTM C 293 (2016). “Standard Test Method for Flexual Strength of Concrete (using Simple Beam with Center-point Loading)” Annual Book of ASTM Standards, Annual Book of ASTM Standards, Concrete and Mineral Aggregates, Philadelphia, PA, USA. In American Society for Testing and Materials.

ASTM C1202. (2012). Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. In American Society for Testing and Materials (Vol. 100, pp. 1-8).

En, B. S. (2020). 12390-8: 2020; Testing Hardened Concrete-Part 8: Depth of Penetration of Water under Pressure. CEN: Brussels, Belgium.

Allena, S., & Newtson, C. M. (2011). Ultra-high strength concrete mixtures using local materials. Journal of Civil Engineering and Architecture, 5(4), 322-330.

Maanser, A., Benouis, A., & Ferhoune, N. (2018). Effect of high temperature on strength and mass loss of admixtured concretes. Construction and Building Materials, 166, 916-921.

Caldarone, M. A. (2014). High-strength concrete: a practical guide. CRC press.

Shen, W., Shi, C., Khayat, K., Yuan, Q., Ji, Y., Zeng, R., Li, W., Zhanng, Z., & Chen, Z. (2021). Change in fresh properties of high-strength concrete due to pumping. Construction and Building Materials, 300, 124069.

Bushlaibi, A. H., & Alshamsi, A. M. (2002). Efficiency of curing on partially exposed high-strength concrete in hot climate. Cement and concrete research, 32(6), 949-953.

Published
2024-12-31
How to Cite
ElHawary, Y., Hamdy, M., Haroun, J., Youssef, O., Breakah, T., & Nagib , M. (2024). Producing 100+ MPa Field Concrete in Developing Countries: Requirements and Challenges. Journal of Building Materials and Structures, 11(2), 158-167. https://doi.org/10.34118/jbms.v11i2.4083
Section
Original Articles