Joints are the most defining features of fractured rock masses. It has been well established that joint behaviour is mainly defined by wall topography, which is difficult to measure and define. Previous works have employed both contact and non-contact scanning methods and multiple approaches to the analysis of rock surfaces, but a majority focused exclusively on individual surface characterisation without appraising wall–wall interaction. This paper presents an equipment that is easily available for laboratory scanning of rock joints. Surface topographies of eight granite rock joints (16 surfaces, made available to other researchers) are statistically analysed separately and jointly by applying a fitting algorithm to match the top and bottom surfaces that allow mapping and calculation of contact areas and void volumes during closure. Results show that traditional methods for joint profile analysis are not applicable to three-dimensional surfaces, and that often specific details of joint surfaces have opposing influence on the mechanical, dynamic or hydraulic behaviours.
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December 2015
Research Article|
December 23 2015
Rock joint topography: three-dimensional scanning and numerical analysis Available to Purchase
R. Resende;
R. Resende
*Instituto Universitário de Lisboa (ISCTE-IUL), ISTAR-IUL, Lisboa, Portugal.
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J. Muralha;
J. Muralha
†Concrete Dams Department, National Laboratory for Civil Engineering, Lisbon, Portugal.
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A. L. Ramos;
A. L. Ramos
‡Faculty of Engineering, Porto University, Porto, Portugal.
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E. Fortunato
E. Fortunato
§Transportation Department, National Laboratory for Civil Engineering, Lisbon, Portugal.
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Publisher: Emerald Publishing
Received:
April 01 2015
Revision Received:
July 22 2015
Accepted:
November 26 2015
ICE Publishing: all rights reserved
2016
Geotechnique Letters (2015) 5 (4): 318–323.
Article history
Received:
April 01 2015
Revision Received:
July 22 2015
Accepted:
November 26 2015
Citation
Resende R, Muralha J, Ramos AL, Fortunato E (2015), "Rock joint topography: three-dimensional scanning and numerical analysis". Geotechnique Letters, Vol. 5 No. 4 pp. 318–323, doi: https://doi.org/10.1680/jgele.15.00046
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