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STUDY ON MECHANICAL BEHAVIOR AND MICROSCOPIC FAILURE CHARACTERISTICS OF DEEP ROCKS CONSIDERING THE INFLUENCE OF INTERNAL STRESS

ABSTRACT
To address the limitation of traditional discrete element modelling in considering internal stress, this study proposes a new numerical simulation process based on particle flow code in 2-D, which successfully achieves internal stress consolidation-sealing. Triaxial compression tests were conducted to analyze the impact of internal stress evolution on rock mechanical properties. Under a confining pressure of 10-20 MPa, internal stress causes the peak stress of the rock to be higher than when there is no internal stress, while the opposite is true at 30-40 MPa. The elastic modulus is consistently higher in rocks with internal stress. The trend of increasing the number of rock cracks with and without internal stress is similar, and the growth rate of tensile cracks is higher than that of shear cracks. Internal stress promotes crack propagation. The axial development of cracks is more pronounced. This study offers new insights into in-situ rock mechanics.
KEYWORDS
PAPER SUBMITTED: 2024-08-15
PAPER REVISED: 2024-11-03
PAPER ACCEPTED: 2024-11-22
PUBLISHED ONLINE: 2025-06-01
DOI REFERENCE: https://doi.org/10.2298/TSCI2502295L
CITATION EXPORT: view in browser or download as text file
THERMAL SCIENCE YEAR 2025, VOLUME 29, ISSUE Issue 2, PAGES [1295 - 1300]
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2025 Society of Thermal Engineers of Serbia. Published by the VinĨa Institute of Nuclear Sciences, National Institute of the Republic of Serbia, Belgrade, Serbia. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution-NonCommercial-NoDerivs 4.0 International licence