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Open Access

Experimental Study on Triaxial Mechanical Properties of Silty Mudstone under the Influence of Acidic Environment

Xiao Wei1, Zhenning Shi1,2( ), Biao Long3, Zihang Wang1, Qianfeng Gao1
School of Traffic and Transport Engineering, Changsha University of Science & Technology, Changsha 410114, P. R. China
National Engineering Research Center of Highway Maintenance Technology, Changsha University of Science & Technology, Changsha 410114, P. R. China
China Highway Engineering Consulting Corporation, Wuhan 430023, P. R. China
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Abstract

Triaxial compression tests of silt mudstone samples were performed under various acid environments in order to study the impact of acidic environment on the mechanical properties of silty mudstone. The findings reveal that: (1) The triaxial peak strength of the specimen significantly decreased with increasing immersion solution pH value and soaking time, the degree of attenuation of the specimen after crossing the peak stress decreased noticeably, and the silty mudstone gradually changed from hard and brittle failure to tough failure. (2) The silty mudstone sample's viscosity and internal friction angle are significantly reduced after soaking in acid solution; (3) Under the same soaking conditions, as confining pressure is increased, the main fracture inclination angle of the specimen failure surface gradually decreases, the crack width widens, the micro-fissure of the specimen increases, and the integrity gradually deteriorates. The integrity of the ruined silty mudstone sample deteriorated along with the confining pressure and soaking duration as the pH value rose.

CLC number: TU458 Document code: A Article ID: 1673-0836(2024)01-0055-09

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Chinese Journal of Underground Space and Engineering
Pages 55-63

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Cite this article:
Wei X, Shi Z, Long B, et al. Experimental Study on Triaxial Mechanical Properties of Silty Mudstone under the Influence of Acidic Environment. Chinese Journal of Underground Space and Engineering, 2024, 20(1): 55-63. https://doi.org/10.20174/j.juse.2024.01.006

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Received: 24 August 2023
Published: 01 February 2024
© 2024 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).