Measurement of Rock Slope Joint using 3D Image Processing

3차원 영상처리를 이용한 암반 사면의 절리 측정에 관한 연구

  • 이승호 (상지대학교 공과대학 건설시스템공학과) ;
  • 황영철 (상지대학교 공과대학 건설시스템공학과) ;
  • 심석래 (동아특수건설) ;
  • 정태영 (상지대학교 토목공학과)
  • Published : 2005.03.25

Abstract

Studied accuracy and practical use possibility of joint measurement that using 3D laser scanner to rock slope. Measured joint of Rock slope and comparison applied 3 dimension laser scanner and clinometer. 3D laser scanning system preserves on computer calculating to 3 dimension coordinate scaning laser to object. and according to laser measurement method of interior, produce correct vector value from charge-coupled device(CCD) or laser reciver and telegram register and time measuring equipment. Create of object x, y, z point coordinates to 3 dimension space of computer. Such 3 dimension point datum (Point Clouds) forms relocate position informations that exist to practical space to computer space. Practical numerical values related between each other. Compared joint distribution and direction that measured by laser scanner and clinometer. By the result, Distribution of joint projected almost equally. Could get more joint datas by measurement of 3 dimension scanner than measured by clinometer. Therefore, There is effect that objectification of rock slope investigation data, shortening of investigation periods, investigation reduction of cost. could know that it is very effective method in joint measuring.

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