Study on the stressing state features of basalt fibre concrete lining structure under sulphate erosion

• Published in: Construction & building materials Vol. 443; p. 137723
• Main Authors: Fu, Junfu, Zhou, Anxiang, Wu, Yangfan, Li, Jiayong, Zheng, Hailin
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 13.09.2024
• Subjects: Basalt fibre; Gypsum rock tunnel; Microstructure; Sulphate erosion; Sulphate erosion; Basalt fibre; Microstructure; Gypsum rock tunnel
• ISSN: 0950-0618
• DOI: 10.1016/j.conbuildmat.2024.137723

Basalt fibre (BF) is an environmentally friendly material with excellent corrosion resistance. When tunnels cross gypsum rock strata, the gypsum rock will dissolve sulphate and erode the supporting structure, thus affecting the safe operation of the tunnels in the long term. Adding BF to the supporting structure of gypsum rock tunnels can improve its resistance to sulphate erosion. This paper took Wuzhishan Tunnel as a case, and first determined the sulphate concentration of the gypsum rock stratigraphic environment at the site; then, analysed the change of mechanical properties of basalt fibre concrete (BFC) before and after sulphate erosion by mechanical tests; finally, examined the deformation and force characteristics of the BFC secondary lining structure by numerical simulation. The results showed that the bridging effect of BF fibres and the stable spatial network structure formed inside the concrete enhanced the mechanical properties of BFC and its ability to resist sulphate erosion. However, due to the agglomeration effect of BF fibres, too much BF would reduce the mechanical properties and erosion resistance of BFC. At a BF content of 6 kg/m³, BFC had the strongest ability to resist sulphate erosion, and the cube compressive strength, axial compressive strength, and modulus of elasticity of BFC were the highest, with 47.8 MPa, 33.6 MPa, and 38.7 GPa, respectively. The dense calcium silicate hydrate (C-S-H) gel, generated near the BF, enhanced the connection between the cementitious and the aggregate, inhibited the development of microcracks within the concrete, and reduced the erosion channels for sulphate ions. The maximum displacement of the BFC secondary lining structure was reduced by 20.15 % compared to plain concrete (PC) after sulphate erosion. The secondary lining structures consisting of both BFC and PC were stressed the most at footing. The secondary lining structure composed of BFC had better deformation resistance and higher strength than PC. •The optimum content of basalt fibres in concrete in sulphate-rich environments is 6 kg/m³.•The spatial lattice nature and bridging effect of basalt fibres enhance the resistance of concrete to sulphate ion attack.•Basalt fibre concrete secondary lining has higher strength and better deformation resistance than plain concrete secondary lining under sulphate attack.