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contributor authorShengjun Miao
contributor authorDaohong Xia
contributor authorPengjin Yang
contributor authorZejing Liu
contributor authorXiangfan Shang
date accessioned2024-04-27T22:33:10Z
date available2024-04-27T22:33:10Z
date issued2024/03/01
identifier other10.1061-IJGNAI.GMENG-8988.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296924
description abstractA 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.
publisherASCE
titleCharacteristics of Stress Memory and Acoustic Emission for Siltstone under Different Previous Stresses
typeJournal Article
journal volume24
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-8988
journal fristpage04024013-1
journal lastpage04024013-12
page12
treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003
contenttypeFulltext


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