Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/25522
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dc.contributor.authorWang, Y-
dc.contributor.authorGong, B-
dc.contributor.authorZhang, Y-
dc.contributor.authorYang, X-
dc.contributor.authorTang, C-
dc.date.accessioned2022-11-22T15:33:37Z-
dc.date.available2022-11-22T15:33:37Z-
dc.date.issued2022-11-06-
dc.identifierORCID iD: Bin Gong https://orcid.org/0000-0002-9464-3423-
dc.identifier4149-
dc.identifier.citationGong B, et al. (2022) 'Progressive Fracture Behavior and Acoustic Emission Release of CJBs Affected by Joint Distance Ratio', Mathematics, 10 (21), 4149, pp. 1-30. doi: 10.3390/math10214149.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/25522-
dc.description.abstractCopyright: © 2022 by the authors. The progressive collapse behavior and energy release of columnar jointed basalts (CJBs) can be greatly influenced by different joint distance ratios. By adopting the digital image correlation, a series of heterogeneous CJB models are established. The continuous fracture process and acoustic emissions (AEs) are captured numerically under varying lateral pressures. The load curves under different joint distance ratios and model boundaries are analyzed. Meanwhile, the strength, deformation modulus and AE rule are discussed. The data indicate that under plane strain, the troughs of compression strength appear at the column dip angle β = 30°, 150°, 210° or 330°; the equivalent deformation modulus changes in an elliptical way with β increasing; the compression strength and equivalent deformation modulus are higher than the case between plane stress and plane strain under different joint distance ratios. When β = 30°, the accumulation of AE energy corresponding to the stress peak under plane strain are higher than the case between plane stress and plane strain but becomes lower when β increases to 60°, which implies the critical transformation of the AE energy-related failure precursor affected by column dip angle. These achievements will contribute to the design, construction and support of slopes and tunnels encountering CJBs.en_US
dc.description.sponsorshipNational Natural Science Foundation of China (Grant Nos. 41941018 and 42102314); National Basic Research Program of China (Grant No. 2018YFC1505301); China Postdoctoral Science Foundation (Grant No. 2020M680950).en_US
dc.format.extent1 - 30-
dc.format.mediumElectronic-
dc.publisherMDPI AGen_US
dc.rightsCopyright: © 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and con ditions of the Creative Commons At tribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectcolumnar jointed basalten_US
dc.subjectfailure mechanismen_US
dc.subjectacoustic emissionen_US
dc.subjectjoint distance ratioen_US
dc.subjectnumerical simulationen_US
dc.titleProgressive fracture behavior and acoustic emission release of CJBs affected by joint distance ratioen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.3390/math10214149-
dc.relation.isPartOfMathematics-
pubs.issue21-
pubs.publication-statusPublished-
pubs.volume10-
dc.identifier.eissn2227-7390-
dc.rights.holderThe authors-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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