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Open Access

Research on the Influence of Joint Dip on the Fracture Mechanics of Irregular Sandstone

Zhibin Hao1, Yujun Zuo1,2( ), Hao Liu2, Lulin Zheng1, Zehua Zhu1
Mining College, Guizhou University, Guiyang 550025, P. R. China
School of Resource and Environmental Engineering, Guizhou University, Guiyang 550025, P. R. China
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Abstract

In order to study the influence of joint dip angle on the mechanical mechanism of macro-micro fracture of 3 D irregular sandstone, the uniaxial compression simulation of jointed sandstone with different dip angles was carried out by RFPA3D, and the influence of joint distribution and meso-heterogeneity on the mechanical behavior, fracture mode and energy evolution of sandstone was revealed. The results show that: the joint dip angle has a significant effect on the mechanical properties of sandstone, the uniaxial compressive strength and elastic modulus show obvious anisotropy under the influence of joint dip angle, and the force-displacement curve of the sample with dip angle α=0°~60° appears plastic platform section or approximate platform section. The load-step curve has a high correlation with the acoustic emission-step curve, and the more complex the failure mode is, the cumulative AE count is more larger. The meso heterogeneity of sandstone determines the crack propagation path of the specimen, and the failure mode varies greatly with the joint dip angle. The 45° specimen is mixed tensile shear failure, and the rest specimens are tensile failure. This study will be helpful in guiding the exploration and mining of sandstone mines in the study area.

CLC number: TU45 Document code: A Article ID: 1673-0836(2022)06-1906-10

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Chinese Journal of Underground Space and Engineering
Pages 1906-1915

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Cite this article:
Hao Z, Zuo Y, Liu H, et al. Research on the Influence of Joint Dip on the Fracture Mechanics of Irregular Sandstone. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1906-1915. https://doi.org/10.20174/j.juse.2022.06.018

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Received: 22 July 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/).