Abstract

The possibility of producing fiber-reinforced concrete with high deformation properties by regulating the microstructure and using it in the design of transport structures was considered. It was found that to create high-performance transport structures, it is necessary to modify fiber mixtures with complex additives, i. e. increase the strength of fiber-reinforced concrete at the micro-level. To obtain a denser structure of the concrete matrix, complex additives were used – ultrafine additive (silica fume) and Master Air 200 B air-entraining additive. It was experimentally proved that using such additives reduces the water-cement ratio and further strengthens the concrete matrix structure. The design of the unloading structure on the railway line constructed from the Karadag station (Republic of Azerbaijan) to the SOCAR oil and gas processing and petrochemical complex using fiber-reinforced concrete modified with complex additives was made. The results of designing the fiber-reinforced concrete unloading structure were analyzed and the results of designing the fiber-reinforced concrete unloading structure and the regular concrete unloading structure were compared. As a result of the comparison, it was found that using fiber-reinforced concrete decreases the cross-section diameter of the effective reinforcement of the slab – the cross-section diameter of the effective reinforcement of the pavement slab decreases from Æ2×32 mm to Æ32 mm in the upper and Æ25 mm in the lower row, respectively. Crack resistance is also increased compared to regular concrete. Thus, in order to create structures with high transport and operational parameters, it is necessary to modify fiber-reinforced concrete mixtures with complex additives

Highlights

  • Very difficult and harsh operating conditions of road structures provide for special requirements for the materials

  • The mechanical properties of concrete are fundamentally changed. This increases the durability of the structure, resistance to aggressive environmental effects, and, operational reliability

  • The composition of fiber-reinforced concrete modified with complex additives was developed

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Summary

Introduction

Very difficult and harsh operating conditions of road structures provide for special requirements for the materials. Concretes with high compressive strength are known to have rather low bending tensile strength and crack resistance. To increase one of the main disadvantages of concrete, which affects the service life of a structure – crack resistance, the efficiency of using high-modulus fibers was theoretically substantiated and experimentally confirmed [1,2,3]. There is a need to increase the crack resistance of concrete and one of the most effective solutions of this problem is using dispersive fibers in concrete. The mechanical properties of concrete are fundamentally changed (strength, crack resistance and impact resistance). This increases the durability of the structure, resistance to aggressive environmental effects, and, operational reliability. Dispersive fibers in a concrete matrix prevent cracking [1, 2]

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