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Open Access

Wave Velocity Evolution Characteristics of Sandstones with Different Porosities under Uniaxial Loading Condition

Shuang Yang1,2, Hua Li2,3( ), Jianhui Deng2,3, Ziguo Fu2,3
Institute for Disaster Management and Reconstruction, Sichuan University-The Hong Kong Polytechnic University, Chengdu 610041, P. R. China
Key Laboratory of Deep Earth Science and Engineering, Sichuan University, Chengdu 610065,P. R. China
College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, P. R. China
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Abstract

As an important index to evaluate the internal properties of rock and rock mass, wave velocity is significantly affected by stress and porosity. In order to study the variation of rock wave velocity with porosity and stress, acoustic-wave combination tests of two kinds of sandstone with different pores under uniaxial loading are carried out. Test results show that: The mechanical properties of sandstone not only depend on the porosity of sandstone, but also are significantly affected by pore size. Pore closure and crack propagation are the main causes of the change of wave velocity in sandstones, and the former has a more significant effect on the change of wave velocity, while the latter mainly affects the change rate of wave velocity with stress. The wave velocity of sandstones with different pores increases synchronously with stress. At the same stress level, the wave velocity of sandstones with larger porosity decreases, and the wave velocity increment increases. In the whole loading process of sandstones, porosity has the most significant effect on the changing rate of wave velocity with stress at the first stage of pore compaction.

CLC number: TU452 Document code: A Article ID: 1673-0836(2022)06-1916-06

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Chinese Journal of Underground Space and Engineering
Pages 1916-1921

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Cite this article:
Yang S, Li H, Deng J, et al. Wave Velocity Evolution Characteristics of Sandstones with Different Porosities under Uniaxial Loading Condition. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1916-1921. https://doi.org/10.20174/j.juse.2022.06.019

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Received: 27 June 2022
Published: 01 December 2022
© 2022 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/).