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Abstract

In this paper, localized damage and failure process of brittle rock in compression is investigated using rock failure process analysis (RFPA) model. The model accounts for material heterogeneity to capture the cooperative interaction between microcracks in the transition from distributed to localized damage and the temporal and spatial evolution of acoustic emission during the progressive damage process. Correspondingly, a series of numerical compressive tests on rock specimens are performed to investigate the damage evolution and localized fracturing of brittle rock. The study shows that heterogeneity and scale of specimen have significant effect on damage localization and failure mode of rock specimens. In addition, post-peak response of stress-strain curve is due to the deformation of the structural elements, and localization means that the descending branch of the stress-strain curve of specimen is size dependent and the stress-strain curve can therefore not be regarded as a pure material property.

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Published In

Go to Geo-China 2016
Geo-China 2016
Pages: 58 - 65

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Published online: Jul 21, 2016

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Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China. E-mail: [email protected]
Shengqi Yang
Professor, State Key Lab for Geomech. and Deep Underground Engineering, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.
Associate Professor, Équipe de Géophysique Expérimentale, Institut de Physique de Globe de Strasbourg (UMR 7516 CNRS, Université de Strasbourg/EOST), 5 rue René Descartes, 67084 Strasbourg cedex, France. E-mail: [email protected]
Chongfeng Chen [email protected]
Ph.D. Student, Center for Rock Instability & Seismicity Research, Northeastern Univ., Shenyang 110819, China. E-mail: [email protected]
Tianhong Yang [email protected]
Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China. E-mail: [email protected]

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