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contributor authorJingyu Kang
contributor authorXiaodong Fu
contributor authorNing Tian
contributor authorQian Sheng
contributor authorJian Chen
contributor authorNafees Ali
date accessioned2024-12-24T10:13:35Z
date available2024-12-24T10:13:35Z
date copyright11/1/2024 12:00:00 AM
date issued2024
identifier otherIJGNAI.GMENG-9987.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298527
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
publisherAmerican Society of Civil Engineers
titleNovel Evaluation Method of 3D Joint Roughness Based on Random Field Theory
typeJournal Article
journal volume24
journal issue11
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-9987
journal fristpage04024242-1
journal lastpage04024242-13
page13
treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011
contenttypeFulltext


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