Microscopic time‐dependent mechanical behavior of shale derived from nanoindentation

Abstract Understanding the microscopic time‐dependent mechanical behavior of shale is critical for assessing macroscopic creep and engineering applications. Grid nanoindentation experiments and nanoindentation creep tests were systematically conducted to investigate microscopic creep behaviors in shale. The indentation creep displacements and creep rates of the shale's soft, intermediate, and hard phases showed the same evolution patterns. The creep deformation was much higher in the soft phase than in the other two phases. However, the difference in the steady‐state creep rates between the three mechanical phases was negligible. A linear relationship was observed between the microscopic contact creep modulus and the microscopic Young's modulus, hardness, creep displacement, and creep rate. The primary mechanism of microscopic creep in shale revealed by the creep strain rate sensitivity parameter was the extension and closure of microcracks. The differences in the microscopic creep parameters derived from the experimental data using the deconvolution methods and representative point methods were evaluated, and the applicability of the two methods was described. The performances of commonly used creep models to predict the microscopic creep behaviors were evaluated. The Burgers model provided the best performance in predicting the steady‐state creep deformation and creep rate. The ability of the Mori–Tanaka and Voigt–Reuss–Hill models to derive macroscopic parameters from microscopic mechanical parameters was compared. Both methods provided macroscopic Young's modulus values close to the experimental values; however, neither could predict macroscopic creep parameters based on microscopic creep parameters.

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Publication Details

Journal
Deep Underground Science and Engineering
Published
2025-01-01
DOI
https://doi.org/10.1002/dug2.12143
Citations
2
Primary Topic
Drilling and Well Engineering
Type
article
Field-Weighted Citation Impact
2.29

Funders

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article

Microscopic time‐dependent mechanical behavior of shale derived from nanoindentation

Changtai Zhou, Jianjun Hu, Shun Zhong, Cunbao Li et al.
2 citations
Deep Underground Science and Engineering
Drilling and Well Engineering
2.29
article

Microscopic time‐dependent mechanical behavior of shale derived from nanoindentation

Changtai Zhou, Jianjun Hu, Shun Zhong, Cunbao Li, Heping Xie
article en
2 citations

Abstract

Abstract Understanding the microscopic time‐dependent mechanical behavior of shale is critical for assessing macroscopic creep and engineering applications. Grid nanoindentation experiments and nanoindentation creep tests were systematically conducted to investigate microscopic creep behaviors in shale. The indentation creep displacements and creep rates of the shale's soft, intermediate, and hard phases showed the same evolution patterns. The creep deformation was much higher in the soft phase than in the other two phases. However, the difference in the steady‐state creep rates between the three mechanical phases was negligible. A linear relationship was observed between the microscopic contact creep modulus and the microscopic Young's modulus, hardness, creep displacement, and creep rate. The primary mechanism of microscopic creep in shale revealed by the creep strain rate sensitivity parameter was the extension and closure of microcracks. The differences in the microscopic creep parameters derived from the experimental data using the deconvolution methods and representative point methods were evaluated, and the applicability of the two methods was described. The performances of commonly used creep models to predict the microscopic creep behaviors were evaluated. The Burgers model provided the best performance in predicting the steady‐state creep deformation and creep rate. The ability of the Mori–Tanaka and Voigt–Reuss–Hill models to derive macroscopic parameters from microscopic mechanical parameters was compared. Both methods provided macroscopic Young's modulus values close to the experimental values; however, neither could predict macroscopic creep parameters based on microscopic creep parameters.

Deep Underground Science and Engineering
City University of Hong Kong (HK), Shenzhen University (CN)
National Natural Science Foundation of China, Guangdong Science and Technology Department, National Science and Technology Major Project, Basic and Applied Basic Research Foundation of Guangdong Province
Openalex Percentile: Top 15%
Drilling and Well Engineering
2.29
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