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Reverse modelling of natural rock joints using 3D scanning and 3D printing

文献类型:期刊论文

作者Ran, Shuguang; Jiang, Quan; Feng, Xiating; Gong, Yanhua; Song, Leibo; Cui, Jie
刊名COMPUTERS AND GEOTECHNICS
出版日期2016
卷号73页码:210-220
关键词Natural joint Joint replication 3D scanning 3D printing Shearing experiment
ISSN号0266-352X
DOI10.1016/j.compgeo.2015.11.020
英文摘要In order to overcome the deficiency of natural joint specimens with the same surface morphology for experimental studies, we present a technical method for replicating natural joint specimens that incorporates two advanced techniques - three-dimensional (3D) scanning and 3D printing - using computer-aided design (CAD) as the 'bridge'. This method uses an optical scanning apparatus and CAD techniques to reconstruct a virtual joint specimen with the natural rock's joint morphology, and a 3D printer then manufactures a physical mould based on the virtual joint specimen for casting concrete or plastic specimens quickly and accurately. Quality verification clearly indicated that this method reduces the experimental errors originating from the discrepancies between replicating specimens containing natural joint's morphology. (C) 2015 Elsevier Ltd. All rights reserved.
WOS研究方向Computer Science ; Engineering ; Geology
语种英语
WOS记录号WOS:000370106400020
出版者ELSEVIER SCI LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/3832]  
专题岩土力学所知识全产出_期刊论文
岩土力学所知识全产出
国家重点实验室知识产出_期刊论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Ran, Shuguang,Jiang, Quan,Feng, Xiating,et al. Reverse modelling of natural rock joints using 3D scanning and 3D printing[J]. COMPUTERS AND GEOTECHNICS,2016,73:210-220.
APA Ran, Shuguang,Jiang, Quan,Feng, Xiating,Gong, Yanhua,Song, Leibo,&Cui, Jie.(2016).Reverse modelling of natural rock joints using 3D scanning and 3D printing.COMPUTERS AND GEOTECHNICS,73,210-220.
MLA Ran, Shuguang,et al."Reverse modelling of natural rock joints using 3D scanning and 3D printing".COMPUTERS AND GEOTECHNICS 73(2016):210-220.

入库方式: OAI收割

来源:武汉岩土力学研究所

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