Technical Papers
Sep 22, 2022

Evolution of Contact State during Shear of Rough Rock Joints and Its Influence on Seepage Characteristics

Publication: International Journal of Geomechanics
Volume 22, Issue 12

Abstract

The seepage characteristics of fractured rock mass under compression and shear are one of the important factors affecting the stability of rock mass engineering. In order to understand the effect of shear action on the variation of joint surface aperture and reveal the mechanism of shear action on the seepage behavior of joint surface, in this paper, laboratory tests and numerical simulations were used to study the shear flow in the rough rock joints. Based on the results of shear tests in the laboratory, a numerical seepage model considering the contact mode of joints surface was established by introducing contact mode into the elastic deformation of rock, and the changing trend of the fluid flow characteristics in the shear process was studied. The results show that the numerical model can restore the stress distribution and contact region evolution, and the inhomogeneous distribution and evolution of the apertures are closely related to the distribution and evolution of the fluid flow velocity inside the fracture, with the area of higher flow velocity showing a distribution trend perpendicular to the flow direction. This model can be used to predict the effect of shear on rock seepage in underground projects with fracture surfaces under complex stress conditions, and it is a guide for the study of shear-flow models with rough connection surfaces.

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Acknowledgments

This study has been partially funded by the Natural Science Foundation of China (Grant Nos. 52079062, 52004127, 52179102, and 51969015). The support is gratefully acknowledged.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 12December 2022

History

Received: Jan 24, 2022
Accepted: Jun 4, 2022
Published online: Sep 22, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 22, 2023

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Professor, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China. ORCID: https://orcid.org/0000-0001-9307-9085..
Zhejie Sun
M.A. Student, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China.
Yunzhe Jin
Ph.D. Student, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China.
Chen He
Ph.D. Student, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China.
Jianhua Yang
Professor, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China.
Associate Professor, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China (corresponding author). ORCID: https://orcid.org/0000-0003-3452-8850. Email: [email protected]
Chuangbing Zhou
Professor, School of Infrastructure Engineering, Nanchang Univ., Nanchang 330031, P.R. China.

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