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ACOMS+ 및 학술지 리포지터리 설명회

  • 한국과학기술정보연구원(KISTI) 서울분원 대회의실(별관 3층)
  • 2024년 07월 03일(수) 13:30
 

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암석 절리면 거칠기의 정량화에 대한 연구(Ⅰ) -문제점의 규명

A New Quantification Method of Rock Joint Roughness(Ⅰ) - A Close Assessment of Problems

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2005, v.7 no.4, pp.269-283
홍은수
이인모 (고려대학교)
남석우 (Purdue University)

Abstract

To figure out the cause of underestimating the roughness and shear strength of rock joints suggested by numerous researchers, we analyzed roughness mobilization characteristics, characteristics of roughness parameters, effects of sampling interval, and waviness for roughness parameters. It was found out that lack of understanding of the roughness mobilization characteristics, inappropriate applications of roughness parameters, and effect of aliasing provide a main reasons for those problems. Several practical alternatives for improving those problems were suggested. As far as digitizing methods are concerned, we can find that using a 3D scanner can give a relatively effective result. To avoid aliasing, sampling interval should be less than one-quarter of the minimum asperities. As for the quantification of roughness, it was analyzed that the roughness parameter should be classified into two components depending on the scale of roughness to apply the shear strength model. For classifying the roughness, a framework of the criterion was suggested based on the plastic flow concept for the asperity failure, and the basis for proposing a new alternative shear strength model was established.

keywords
Classification of roughness, digitization of roughness, joint roughness parameter, quantification of roughness, roughness mobilization characteristics, Classification of roughness, digitization of roughness, joint roughness parameter, quantification of roughness, roughness mobilization characteristics, 절리면 거칠기 계수, 거칠기의 구분, 거칠기의 발현 특성, 거칠기의 이산화, 거칠기 정량화

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