中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A new joint morphology parameter considering the effects of micro-slope distribution of joint surface

文献类型:期刊论文

作者Bao, Han2; Xu, Xunhui2; Lan, Hengxing1,3; Zhang, Guobiao4; Yin, Peijie2; Yan, Changgen2; Xu, Jiangbo2
刊名ENGINEERING GEOLOGY
出版日期2020-09-20
卷号275页码:11
关键词Joint morphology parameter Shear behavior 3D printing Micro-slope distribution Climbing and shear-off behavior
ISSN号0013-7952
DOI10.1016/j.enggeo.2020.105734
通讯作者Xu, Xunhui(2018221044@chd.edu.cn) ; Lan, Hengxing(Lanhx@igsnrr.ac.cn)
英文摘要An accurate description of the morphology of a joint surface is necessary to interpret its shear behavior. Accurately distinguishing the shear behavior differences may be difficult if the defined morphology parameter ignores the micro-slope distribution of the joint surface. The initial climbing angle was therefore defined and used to characterize the micro-slope distribution of the ascent section of joint profile, and a new method was proposed for calculating the morphology parameter, M. The parameter M embodies anisotropy, and the values of M for all profile lines, which are selected on the same joint at equal intervals in one direction, are log-normally distributed. To study the mechanical effects of M, joint replicas with three different strengths were 3D-printed using the scanned point cloud information of the natural joint. An anisotropic direct shear test was conducted to obtain the joint shear parameters in eight directions. The results indicated that the new morphology parameter accurately reflects the anisotropic shear behavior of the joint, and displayed tangential, positive linear, and power relations with shear strength, apparent cohesion, and friction angle, respectively. Furthermore, an index for evaluating the shear failure characteristics, established by using the new morphology parameter, can effectively distinguish the differences between the climbing and shear-off behavior on the joint. The parameter M, which considers the micro-slope distribution, can thus correctly represent the physical and mechanical properties of a joint, and its application is conducive to the precise quantification of joint shear behavior.
WOS关键词JRC-JCS MODEL ; SHEAR-STRENGTH ; ROCK JOINT ; ROUGHNESS COEFFICIENT ; BEHAVIOR ; MASS ; QUANTIFICATION ; FRACTURE ; GRANITE ; FAILURE
资助项目National Natural Science Foundation of China[41790443] ; National Natural Science Foundation of China[41807246] ; National Natural Science Foundation of China[41927806] ; National Key R&D Program of China[2019YFC1520601] ; Fundamental Research Funds for the Central Universities, CHD[300102219217] ; Fundamental Research Funds for the Central Universities, CHD[300102219213]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000560722900015
出版者ELSEVIER
资助机构National Natural Science Foundation of China ; National Key R&D Program of China ; Fundamental Research Funds for the Central Universities, CHD
源URL[http://ir.igsnrr.ac.cn/handle/311030/158048]  
专题中国科学院地理科学与资源研究所
通讯作者Xu, Xunhui; Lan, Hengxing
作者单位1.Changan Univ, Sch Geol Engn & Geomat, Xian 710064, Peoples R China
2.Changan Univ, Sch Highway, Middle Sect Naner Huan Rd, Xian 710064, Shaanxi, Peoples R China
3.Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, State Key Lab Resources & Environm Informat Syst, 11A Datun Rd, Beijing 100101, Peoples R China
4.ShaanXi Land Construct Grp, Xian 710075, Shaanxi, Peoples R China
推荐引用方式
GB/T 7714
Bao, Han,Xu, Xunhui,Lan, Hengxing,et al. A new joint morphology parameter considering the effects of micro-slope distribution of joint surface[J]. ENGINEERING GEOLOGY,2020,275:11.
APA Bao, Han.,Xu, Xunhui.,Lan, Hengxing.,Zhang, Guobiao.,Yin, Peijie.,...&Xu, Jiangbo.(2020).A new joint morphology parameter considering the effects of micro-slope distribution of joint surface.ENGINEERING GEOLOGY,275,11.
MLA Bao, Han,et al."A new joint morphology parameter considering the effects of micro-slope distribution of joint surface".ENGINEERING GEOLOGY 275(2020):11.

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来源:地理科学与资源研究所

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