Technical Papers
Jan 12, 2024

Characteristics of Stress Memory and Acoustic Emission for Siltstone under Different Previous Stresses

Publication: International Journal of Geomechanics
Volume 24, Issue 3

Abstract

A stepped cyclic loading test was designed to investigate the stress memory and acoustic emission characteristics of siltstone under different previous stress levels. This study aims to improve the applicability of the acoustic emission in situ stress measurement method in porous weak cementation strata. The stress memory failure range for siltstone and the memory stress correction formula were determined based on characteristic stress value. The analysis of acoustic emission characteristics revealed the failure mechanism of the Kaiser effect of siltstone, and the following conclusions were obtained. Crack initiation stress can serve as the failure criterion for the stress memory effect in siltstone. Therefore, the failure range for the stress memory effect in siltstone can be defined as a previous stress of less than 15.3 MPa and a memory stress of less than 13.7 MPa. The pore compaction process in siltstone and the friction-generated acoustic emission signal during this process negatively affect stress memory. The primary cause of the stress memory effect in rocks is the irreversible development of new internal cracks. The compression rebound effect of primary soft pores in siltstone mainly causes the Kaiser effect to fail. The compression rebound effect of primary soft pores in siltstone is the main reason for the failure of the Kaiser effect.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Nos. U2034206, 51974014, and 51574014) and the National Key Research and Development Project of China (2022YFC3004601).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 24Issue 3March 2024

History

Received: Mar 14, 2023
Accepted: Sep 22, 2023
Published online: Jan 12, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 12, 2024

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Shengjun Miao [email protected]
Professor, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China; Civil and Resource Engineering School, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China. Email: [email protected]
Daohong Xia [email protected]
Ph.D. Candidate, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China; Civil and Resource Engineering School, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China (corresponding author). Email: [email protected]
Pengjin Yang [email protected]
Ph.D. Candidate, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China. Email: [email protected]
Ph.D. Candidate, Beijing Key Laboratory of Urban Underground Space Engineering, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China. Email: [email protected]
Xiangfan Shang [email protected]
Ph.D. Candidate, Civil and Resource Engineering School, Univ. of Science and Technology Beijing, Beijing 100083, P.R. China. Email: [email protected]

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