Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/24297
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dc.contributor.authorGong, B-
dc.contributor.authorWang, Y-
dc.contributor.authorZhao, T-
dc.contributor.authorTang, C-
dc.contributor.authorYang, X-
dc.contributor.authorChen, T-
dc.date.accessioned2022-03-19T21:01:23Z-
dc.date.available2022-03-19T21:01:23Z-
dc.date.issued2022-03-10-
dc.identifier.citationGong, B., Wang, Y., Zhao, T., Tang, C., Yang, C. and Chen, T. (2022) 'AE energy evolution during CJB fracture affected by rock heterogeneity and column irregularity under lateral pressure', Geomatics, Natural Hazards and Risk, 13 (1), pp. 877 - 907 (31). doi: 10.1080/19475705.2022.2047114.en_US
dc.identifier.issn1947-5705-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/24297-
dc.descriptionData availability: The datasets generated and/or analyzed during the current study are available from the corresponding author upon reasonable request.en_US
dc.description.abstractCopyright © 2022 The Author(s). Considering that the mechanical mechanism and energy release law of gradual failure of columnar jointed basalt (CJB) are affected by lateral pressure, rock heterogeneity and column irregularity, etc., the numerical CJB models with various column dip angles, irregularity degrees of column and lateral pressures were established through the digital image correlation. The progressive failure process and released energy of CJBs were simulated under the loading rate of 0.05 mm/step based the continuum mechanics and statistical damage theory. The influences of rock inhomogeneity, column irregularity degree, and model boundary on the nonlinear deformation and failure of CJB were comprehensively investigated. The results demonstrate that the effect of the inhomogeneity index depends on column dip angle, and the equivalent deformation modulus of CJBs is more sensitive to the inhomogeneity index than the lateral pressure. Moreover, the compressive strength along the direction perpendicular to the column axis basically decreases with column irregularity degree increasing when the meso strength of rock is 120 MPa. Besides, the mechanical properties and elastic energy of irregular CJBs are greatly affected by the model boundaries. These achievements will contribute to understanding the inner failure mechanism and energy evolution of CJBs.-
dc.description.sponsorshipNational Natural Science Foundation of China (Grant No 42102314); China Postdoctoral Science Foundation (Grant No. 2020M680950).en_US
dc.format.extent877 - 907 (31)-
dc.format.mediumPrint-Electronic-
dc.language.isoen_USen_US
dc.rightsCopyright © 2022 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (https://creativecommons.org/ licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.-
dc.rights.urihttps://creativecommons.org/ licenses/by/4.0/-
dc.subjectcolumnar jointed basaltsen_US
dc.subjectacoustic emissionen_US
dc.subjectrock heterogeneityen_US
dc.subjectcolumn irregularityen_US
dc.subjectlateral pressureen_US
dc.titleAE energy evolution during CJB fracture affected by rock heterogeneity and column irregularity under lateral pressureen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1080/19475705.2022.2047114-
dc.relation.isPartOfGeomatics, Natural Hazards and Risk-
pubs.issue1-
pubs.publication-statusPublished-
pubs.volume13-
dc.identifier.eissn1947-5713-
dc.rights.holderThe Author(s)-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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