Roughness measurement of rock discontinuities using a confocal laser scanning microscope and the Fourier spectral analysis

B. G. Chae, Yasuaki Ichikawa, G. C. Jeong, Y. S. Seo, B. C. Kim

Research output: Contribution to journalArticle

28 Citations (Scopus)

Abstract

The fracture roughness of rock specimens is observed by a new confocal laser scanning microscope (CLSM; Olympus OLS1100). The wavelength of the laser is 488 nm, and laser scanning is managed by a light polarization method using two galvano-meter scanner mirrors. The function of laser reflection auto-focusing enables line data to be measured rapidly and precisely. The system improves the resolution in the light axis (namely z) direction because of the confocal optics. It is possible to measure a specimen of up to 10 × 10 cm in size when fixed on a specially designed stage. Sampling is managed with a 2.5-μm spacing along the x and y directions. The highest measurement resolution in the z direction is 0.05 μm, which is more accurate than other methods. Core specimens of coarse and fine grained granites were provided and fractures were artificially induced by a Brazilian test method. Measurements were performed along three scan lines on each fracture surface. The measured data were represented as 2-D and 3-D digital images showing detailed features of roughness. Line profiles of the coarse granites showed more changes of undulation than those of the fine granite. Spectral analyses by the fast Fourier transform (FFT) were performed to characterize the roughness data quantitatively and to identify influential frequency of roughness. The FFT results show that components of low frequencies are dominant in the fracture roughness. This study also verifies that spectral analysis is a good approach to understand complicated characteristics of fracture roughness. One of the ultimate objectives of the study was to suggest a methodology to select effective frequencies among the constituent frequencies of roughness as measured with very accurate measurement equipment. The other objective was to perform reconstruction of roughness with noise filtering which will be applied as input data to a fracture model for a numerical analysis.

Original languageEnglish
Pages (from-to)181-199
Number of pages19
JournalEngineering Geology
Volume72
Issue number3-4
DOIs
Publication statusPublished - Apr 2004
Externally publishedYes

Fingerprint

Roughness measurement
Spectrum analysis
spectral analysis
roughness
discontinuity
Microscopes
laser
Surface roughness
Rocks
Scanning
Lasers
rock
Fast Fourier transforms
Fourier transform
Brazilian test
Granite
Light polarization
digital image
scanner
Numerical analysis

Keywords

  • Confocal laser scanning microscope
  • FFT spectral analysis
  • Fracture roughness
  • Parzen window
  • Reconstruction of roughness

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

Cite this

Roughness measurement of rock discontinuities using a confocal laser scanning microscope and the Fourier spectral analysis. / Chae, B. G.; Ichikawa, Yasuaki; Jeong, G. C.; Seo, Y. S.; Kim, B. C.

In: Engineering Geology, Vol. 72, No. 3-4, 04.2004, p. 181-199.

Research output: Contribution to journalArticle

@article{b547f3634762421bb036189789948633,
title = "Roughness measurement of rock discontinuities using a confocal laser scanning microscope and the Fourier spectral analysis",
abstract = "The fracture roughness of rock specimens is observed by a new confocal laser scanning microscope (CLSM; Olympus OLS1100). The wavelength of the laser is 488 nm, and laser scanning is managed by a light polarization method using two galvano-meter scanner mirrors. The function of laser reflection auto-focusing enables line data to be measured rapidly and precisely. The system improves the resolution in the light axis (namely z) direction because of the confocal optics. It is possible to measure a specimen of up to 10 × 10 cm in size when fixed on a specially designed stage. Sampling is managed with a 2.5-μm spacing along the x and y directions. The highest measurement resolution in the z direction is 0.05 μm, which is more accurate than other methods. Core specimens of coarse and fine grained granites were provided and fractures were artificially induced by a Brazilian test method. Measurements were performed along three scan lines on each fracture surface. The measured data were represented as 2-D and 3-D digital images showing detailed features of roughness. Line profiles of the coarse granites showed more changes of undulation than those of the fine granite. Spectral analyses by the fast Fourier transform (FFT) were performed to characterize the roughness data quantitatively and to identify influential frequency of roughness. The FFT results show that components of low frequencies are dominant in the fracture roughness. This study also verifies that spectral analysis is a good approach to understand complicated characteristics of fracture roughness. One of the ultimate objectives of the study was to suggest a methodology to select effective frequencies among the constituent frequencies of roughness as measured with very accurate measurement equipment. The other objective was to perform reconstruction of roughness with noise filtering which will be applied as input data to a fracture model for a numerical analysis.",
keywords = "Confocal laser scanning microscope, FFT spectral analysis, Fracture roughness, Parzen window, Reconstruction of roughness",
author = "Chae, {B. G.} and Yasuaki Ichikawa and Jeong, {G. C.} and Seo, {Y. S.} and Kim, {B. C.}",
year = "2004",
month = "4",
doi = "10.1016/j.enggeo.2003.08.002",
language = "English",
volume = "72",
pages = "181--199",
journal = "Engineering Geology",
issn = "0013-7952",
publisher = "Elsevier",
number = "3-4",

}

TY - JOUR

T1 - Roughness measurement of rock discontinuities using a confocal laser scanning microscope and the Fourier spectral analysis

AU - Chae, B. G.

AU - Ichikawa, Yasuaki

AU - Jeong, G. C.

AU - Seo, Y. S.

AU - Kim, B. C.

PY - 2004/4

Y1 - 2004/4

N2 - The fracture roughness of rock specimens is observed by a new confocal laser scanning microscope (CLSM; Olympus OLS1100). The wavelength of the laser is 488 nm, and laser scanning is managed by a light polarization method using two galvano-meter scanner mirrors. The function of laser reflection auto-focusing enables line data to be measured rapidly and precisely. The system improves the resolution in the light axis (namely z) direction because of the confocal optics. It is possible to measure a specimen of up to 10 × 10 cm in size when fixed on a specially designed stage. Sampling is managed with a 2.5-μm spacing along the x and y directions. The highest measurement resolution in the z direction is 0.05 μm, which is more accurate than other methods. Core specimens of coarse and fine grained granites were provided and fractures were artificially induced by a Brazilian test method. Measurements were performed along three scan lines on each fracture surface. The measured data were represented as 2-D and 3-D digital images showing detailed features of roughness. Line profiles of the coarse granites showed more changes of undulation than those of the fine granite. Spectral analyses by the fast Fourier transform (FFT) were performed to characterize the roughness data quantitatively and to identify influential frequency of roughness. The FFT results show that components of low frequencies are dominant in the fracture roughness. This study also verifies that spectral analysis is a good approach to understand complicated characteristics of fracture roughness. One of the ultimate objectives of the study was to suggest a methodology to select effective frequencies among the constituent frequencies of roughness as measured with very accurate measurement equipment. The other objective was to perform reconstruction of roughness with noise filtering which will be applied as input data to a fracture model for a numerical analysis.

AB - The fracture roughness of rock specimens is observed by a new confocal laser scanning microscope (CLSM; Olympus OLS1100). The wavelength of the laser is 488 nm, and laser scanning is managed by a light polarization method using two galvano-meter scanner mirrors. The function of laser reflection auto-focusing enables line data to be measured rapidly and precisely. The system improves the resolution in the light axis (namely z) direction because of the confocal optics. It is possible to measure a specimen of up to 10 × 10 cm in size when fixed on a specially designed stage. Sampling is managed with a 2.5-μm spacing along the x and y directions. The highest measurement resolution in the z direction is 0.05 μm, which is more accurate than other methods. Core specimens of coarse and fine grained granites were provided and fractures were artificially induced by a Brazilian test method. Measurements were performed along three scan lines on each fracture surface. The measured data were represented as 2-D and 3-D digital images showing detailed features of roughness. Line profiles of the coarse granites showed more changes of undulation than those of the fine granite. Spectral analyses by the fast Fourier transform (FFT) were performed to characterize the roughness data quantitatively and to identify influential frequency of roughness. The FFT results show that components of low frequencies are dominant in the fracture roughness. This study also verifies that spectral analysis is a good approach to understand complicated characteristics of fracture roughness. One of the ultimate objectives of the study was to suggest a methodology to select effective frequencies among the constituent frequencies of roughness as measured with very accurate measurement equipment. The other objective was to perform reconstruction of roughness with noise filtering which will be applied as input data to a fracture model for a numerical analysis.

KW - Confocal laser scanning microscope

KW - FFT spectral analysis

KW - Fracture roughness

KW - Parzen window

KW - Reconstruction of roughness

UR - http://www.scopus.com/inward/record.url?scp=1542434937&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=1542434937&partnerID=8YFLogxK

U2 - 10.1016/j.enggeo.2003.08.002

DO - 10.1016/j.enggeo.2003.08.002

M3 - Article

VL - 72

SP - 181

EP - 199

JO - Engineering Geology

JF - Engineering Geology

SN - 0013-7952

IS - 3-4

ER -