Evidence map›Paper›PMID 39537857›Full record

ArticleScientific reports2024

Study on mechanical properties and acoustic emission characteristics of composite rock mass with different thicknesses of weak interlayer.

Qinglin Sun, Shuhong Dai, Ruiqi Hao, Yuxuan Xiao

Abstract read
In one paragraph

Article in Scientific reports, 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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1 · What the graph read from it

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2 · The registry

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3 · Its place in the literature

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4 · The record

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5 · Who and what money

Authors and funding

4 authors.

Qinglin SunSchool of Mechanics and Engineering, Liaoning Technical University, Fuxin, 123000, China.
Shuhong DaiSchool of Mechanics and Engineering, Liaoning Technical University, Fuxin, 123000, China. dsh3000@126.com.
Ruiqi HaoSchool of Mechanics and Engineering, Liaoning Technical University, Fuxin, 123000, China.
Yuxuan XiaoSchool of Mechanics and Engineering, Liaoning Technical University, Fuxin, 123000, China.

Funding

Basic Project of Education Department of Liaoning Province No. LJ2019JL006Innovative Talents of Colleges and Universities in Liaoning Province No. LR2019031Project of National Natural Science Foundation of China No. U183920051
6 · The paper itself

Abstract

To study the influence of the thickness of a weak interlayer on the deformation and failure characteristics of composite rock mass. Based on the measured data of sand-mudstone interbedded floor rock mass in the Yima mining area, Henan Province, China. Using quartz sand, gypsum, and cement as similar materials make composite rock-like specimens with weak interlayers. The mechanical properties, deformation evolution process, failure characteristics, and acoustic emission laws of rock samples with different interlayer thicknesses under uniaxial compression were studied using the digital image correlation method and acoustic emission monitoring technology. The results show that: (1) With an increase in the thickness of the weak interlayer, there is a corresponding decrease in the compressive strength of the specimen. When the thickness of the weak interlayer exceeds 5 cm, the compressive strength of the composite rock specimen is even less than that of the single weak rock-like. (2) Under uniaxial compression conditions, the strain concentration zone first appears in the weak interlayer part of the composite rock-like specimen. As the pressure continues to increase, the specimen is the first to fail at the position of the maximum strain concentration zone. (3) The thickness of the weak interlayer is an important factor affecting the failure mode of composite rock-like specimens. With the increase of the thickness of the weak interlayer, the composite rock-like specimens change from overall failure to local failure. (4) With the increase of the thickness of the weak interlayer in the middle of the composite rock specimen, the maximum value of the energy released by the single acoustic emission event and the maximum value of the cumulative acoustic emission energy decrease during the compression failure process. The research results can provide a reference for the manufacture of composite rock mass with a weak interlayer and the deformation and failure analysis of composite rock mass.

Indexed as

Acoustic emissionComposite rock massDigital image correlation methodFailure characteristicsMechanical propertiesWeak interlayer

Identifiers

PMID39537857
PMCPMC11561315

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