
Properties of Polypropylene Fiber Reinforced High Performance Concrete (HPC) Containing Silica Fume and Fly Ash

Peng Zhang
Author / Research Scholar
About the Author(s)
Dr. Peng Zhang is currently a professor and doctoral supervisor of School of Water Conservancy and Environment in Zhengzhou University. He has been rewarded as an Academic and Technical Leader of Education Department of Henan Province in China, Science & Technology Innovation Talent in Universities of Henan Province in China, and Outstanding Young Backbone Teacher of Henan Province in China. His research interests include fiber and nano-particles reinforced high performance concrete and cementitious composites. He has published more than 100 academic papers and three Chinese books. As the principal investigator, he has hosted more than 20 research projects, which were sponsored by National Natural Sciences Foundation of China, Chinese Postdoctoral Science Special Foundation, Chinese Postdoctoral Science Foundation, and so on. He has won four prizes of Provincial Science & Technology Awards and 15 other Science & Technology Awards.
Synopsis & Scholarly Abstract
High performance concrete (HPC) can be defined as the concrete, which meets special performance and uniformity requirements that can't always be achieved by conventional materials, normal mixing, placing and curing practices. The requirements may involve enhancements of characteristics such as placement and compaction without segregation, long-term mechanical properties, early-age strength, volume stability or service live in severe environments. Swamy states that High performance concrete (HPC) is that which is designed to give optimised performance characteristics for the given set of materials, usage and exposure conditions, consistent with requirements of cost, service life and durability. Architects, engineers and constructors all over the world are finding that using HPC allows them to build more durable structures at comparable cost. HPC is being used for buildings in aggressive environments, marine structures, highway bridges and pavements, nuclear structures, tunnels, precast units, etc. The major difference between conventional concrete and HPC is essentially the use of chemical and mineral admixtures. Use of chemical admixtures reduces the water content, thereby reducing the porosity within the hydrated cement paste. Pozzolanic materials are crucial to HPC as far as flowability is conce ed. Mineral admixtures, also called as cement replacement materials, act as pozzolanic materials as well as fine fillers, thereby the microstructure of hardened cement matrix becomes denser and stronger. Fly ash has been used in blended cements, and it has been used successfully to replace Portland cement up to 30% by mass as pozzolanic materials in HPC. Because fly ash causes environmental pollution and the cost of storage of fly ash is very high, the utilization of fly ash in concrete technology, both in regard to environmental pollution and the positive effect on a country's economy are beyond dispute. The fly ash HPC system offers a holistic approach that can help us to achieve the goals of meeting the rising demands for concrete, enhancement of concrete durability with little or no increase in cost (in some instances reduced cost), and ecological disposal of large quantities of the solid waste products from coal-fired power plants. Several laboratory and field investigations reported that HPC containing fly ash had exhibited excellent mechanical and durability properties. Despite the benefits of fly ash, practical problems remain in field application. At early stages of aging, the strength of HPC containing a high volume of fly ash as a partial cement replacement is much lower than that of control concrete, due to the slow process of the pozzolanic reaction of fly ash, and its contribution towards the strength development occurs only at later ages. Different approaches have been used to accelerate the pozzolanic reaction of fly ash and, thereby, to increase the early strength of HPC containing fly ash. The activators have been used to improve the unsatisfactory early properties of Portland cement paste with fly ash added as a cement replacement.