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A publicação pode ser exportada nos seguintes formatos: referência da APA (American Psychological Association), referência do IEEE (Institute of Electrical and Electronics Engineers), BibTeX e RIS.

Exportar Referência (APA) 
Resende, R., Muralha, J., Ramos, A. L. & Fortunato, E. (2015). Rock joint topography: three-dimensional scanning and numerical analysis. Géotechnique Letters. 5 (4), 318-323
Exportar Referência (IEEE) 
J. R. Resende et al.,  "Rock joint topography: three-dimensional scanning and numerical analysis", in Géotechnique Letters, vol. 5, no. 4, pp. 318-323, 2015
Exportar BibTeX 
@article{resende2015_1775769020632,
	author = "Resende, R. and Muralha, J. and Ramos, A. L. and Fortunato, E.",
	title = "Rock joint topography: three-dimensional scanning and numerical analysis",
	journal = "Géotechnique Letters",
	year = "2015",
	volume = "5",
	number = "4",
	doi = "10.1680/jgele.15.00046",
	pages = "318-323",
	url = "http://www.icevirtuallibrary.com/doi/abs/10.1680/jgele.15.00046"
}
Exportar RIS 
TY  - JOUR
TI  - Rock joint topography: three-dimensional scanning and numerical analysis
T2  - Géotechnique Letters
VL  - 5
IS  - 4
AU  - Resende, R.
AU  - Muralha, J.
AU  - Ramos, A. L.
AU  - Fortunato, E.
PY  - 2015
SP  - 318-323
SN  - 2049-825X
DO  - 10.1680/jgele.15.00046
UR  - http://www.icevirtuallibrary.com/doi/abs/10.1680/jgele.15.00046
AB  - 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.
ER  -