Numerical Analysis of Cooling-Induced Slip in Crystalline Rock Fractures: Influence of Boundary Conditions and Surface Roughness

Abstract Thermal stress can trigger slip in rock fractures. Understanding this thermally induced slip behavior of fractures in crystalline rock is crucial for the design and operation of enhanced geothermal systems, and deep geological repository. The present study aims to investigate mechanism and mechanical response of thermal-induced slip in a single fracture. We develop a FEM-based model to simulate the thermally induced slip in fractures with different surface roughness, and under different boundary conditions. The model is validated against a unique set of thermally induced slip test data in laboratory. The results show that thermal stress can cause a decrease in normal stress on the fracture surface, accompanied by an increase in shear stress. The mechanical boundary conditions and fracture roughness can significantly influence the fracture aperture evolution during the slip process. Specifically, results show that increasing the vertical stress can induce a transition from fracture closure to dilation (3.8% closure at $${\sigma }_{z}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>σ</mml:mi> <mml:mi>z</mml:mi> </mml:msub> </mml:math> = 1 MPa versus 23.7% aperture increase at $${\sigma }_{z}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>σ</mml:mi> <mml:mi>z</mml:mi> </mml:msub> </mml:math> = 50 MPa), while a higher normal stiffness suppresses slip and limits aperture changes. Additionally, rougher fractures exhibit greater closure (the roughest fracture exhibits 3.8% closure vs 1.0% for the smoothest), and neglecting fracture surface plasticity leads to an underestimation of fracture closure in the slip process.

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Journal
Rock Mechanics and Rock Engineering
Published
2025-08-05
DOI
https://doi.org/10.1007/s00603-025-04802-3
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.00

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article

Numerical Analysis of Cooling-Induced Slip in Crystalline Rock Fractures: Influence of Boundary Conditions and Surface Roughness

Vladimir Cvetković, Changlun Sun, Yunzhe Jin, Chi Yao et al.
Rock Mechanics and Rock Engineering
Rock Mechanics and Modeling
article

Numerical Analysis of Cooling-Induced Slip in Crystalline Rock Fractures: Influence of Boundary Conditions and Surface Roughness

Vladimir Cvetković, Changlun Sun, Yunzhe Jin, Chi Yao, Liangchao Zou, Łi Zhuang, Chuangbing Zhou, Zhihong Zhao
article en

Abstract

Abstract Thermal stress can trigger slip in rock fractures. Understanding this thermally induced slip behavior of fractures in crystalline rock is crucial for the design and operation of enhanced geothermal systems, and deep geological repository. The present study aims to investigate mechanism and mechanical response of thermal-induced slip in a single fracture. We develop a FEM-based model to simulate the thermally induced slip in fractures with different surface roughness, and under different boundary conditions. The model is validated against a unique set of thermally induced slip test data in laboratory. The results show that thermal stress can cause a decrease in normal stress on the fracture surface, accompanied by an increase in shear stress. The mechanical boundary conditions and fracture roughness can significantly influence the fracture aperture evolution during the slip process. Specifically, results show that increasing the vertical stress can induce a transition from fracture closure to dilation (3.8% closure at $${\sigma }_{z}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>σ</mml:mi> <mml:mi>z</mml:mi> </mml:msub> </mml:math> = 1 MPa versus 23.7% aperture increase at $${\sigma }_{z}$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:msub> <mml:mi>σ</mml:mi> <mml:mi>z</mml:mi> </mml:msub> </mml:math> = 50 MPa), while a higher normal stiffness suppresses slip and limits aperture changes. Additionally, rougher fractures exhibit greater closure (the roughest fracture exhibits 3.8% closure vs 1.0% for the smoothest), and neglecting fracture surface plasticity leads to an underestimation of fracture closure in the slip process.

Rock Mechanics and Rock EngineeringVol. 58(12)
Nanchang University (CN), Chongqing University (CN), Guizhou Institute of Technology (CN), KTH Royal Institute of Technology (SE), Tsinghua University (CN)
Kungliga Tekniska Högskolan, Natural Science Foundation of Jiangxi Province
Openalex Percentile: Top 78%
Rock Mechanics and Modeling
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