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author:

Liang, Y. (Liang, Y..) [1]

Indexed by:

Scopus

Abstract:

In rock engineering, fracture measurement is important for many applications. This paper proposes a novel method for rock fracture skeleton tracing and analyzing. As for skeleton localizing, the curvilinear fractures are multiscale enhanced based on a Hessian matrix, after image binarization, and clutters are post-processed by image analysis; subsequently, the fracture skeleton is extracted via ridge detection combined with a distance transform and thinning algorithm, after which gap sewing and burrs removal repair the skeleton. In regard to skeleton analyzing, the roughness and distribution of a fracture network are respectively described by the fractal dimensions D s and D b; the intersection and fragmentation of a fracture network are respectively characterized by the average number of ends and junctions per fracture N average and the average length per fracture L average. Three rock fracture surfaces are analyzed for experiments and the results verify that both the fracture tracing accuracy and the analysis feasibility are satisfactory using the new method. © 2016 Sinopec Geophysical Research Institute.

Keyword:

geometry analysis; Hessian matrix; ridge detection; rock fracture; tracing

Community:

  • [ 1 ] [Liang, Y.]College of Physics and Information Engineering, Fuzhou University, Fuzhou, Fujian, 35002, China

Reprint 's Address:

  • [Liang, Y.]College of Physics and Information Engineering, Fuzhou UniversityChina

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Source :

Journal of Geophysics and Engineering

ISSN: 1742-2132

Year: 2016

Issue: 3

Volume: 13

Page: 273-284

0 . 9 9 4

JCR@2016

1 . 6 0 0

JCR@2023

ESI HC Threshold:196

JCR Journal Grade:3

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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