

A Comprehensive Study on the Use of High Performance Concrete in Rigid Pavement
Abstract
Rigid pavements, primarily constructed from concrete, offer significant advantages in terms of durability and load distribution, especially for heavy traffic applications like highways and airports. High Performance Concrete (HPC) represents a significant advancement over conventional concrete, engineered to provide superior strength, enhanced durability, improved workability, and greater resistance to environmental degradation. This paper details an experimental study focused on the application of HPC in rigid pavement construction. It covers the specific materials used, including high-quality cement, supplementary cementitious materials (SCMs) like fly ash and silica fume, specialized admixtures such as superplasticizers, and carefully selected aggregates. The design specifications, emphasizing a low water-cement ratio, are discussed alongside the critical properties achieved, such as high compressive and flexural strength, low permeability, and resistance to abrasion and freeze-thaw cycles. Standard testing methodologies employed to evaluate these properties, including compressive strength, flexural strength (Modulus of Rupture), splitting tensile strength, and workability (slump test), are outlined. The study concludes that the utilization of HPC in rigid pavements leads to enhanced performance, extended service life, and reduced long-term maintenance costs, making it a sustainable and cost-effective solution for modern infrastructure demands.
References
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ASTM C78: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading).
ASTM C143: Standard Test Method for Slump of Hydraulic-Cement Concrete.
ASTM C496: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.
ASTM C1202: Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration.
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