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dc.contributor.authorJingyu Kang
dc.contributor.authorXiaodong Fu
dc.contributor.authorNing Tian
dc.contributor.authorQian Sheng
dc.contributor.authorJian Chen
dc.contributor.authorNafees Ali
dc.date.accessioned2024-12-24T10:13:35Z
dc.date.available2024-12-24T10:13:35Z
dc.date.copyright11/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherIJGNAI.GMENG-9987.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298527
dc.description.abstractThe roughness of a joint has a significant influence on the physical and mechanical properties of rock mass, and it is a hot and challenging research topic to determine the joint roughness quickly and accurately. In this paper, based on the random field theory and the traditional roughness evaluation index Z2s, a novel three-dimensional (3D) joint roughness evaluation index named
dc.publisherAmerican Society of Civil Engineers
dc.titleNovel Evaluation Method of 3D Joint Roughness Based on Random Field Theory
dc.typeJournal Article
dc.journal.volume24
dc.journal.issue11
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-9987
dc.journal.fristpage04024242-1
dc.journal.lastpage04024242-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011
dc.contenttypeFulltext


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