지질공학 (The Journal of Engineering Geology)

  • 제22권4호
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  • Pages.449-458
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  • 2012
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  • 1226-5268(pISSN)
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  • 2287-7169(eISSN)
대한지질공학회 (The Korean Society of Engineering Geology)
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불연속면 연결구조의 삼차원 가시화 기법에 관한 연구

Methods of Discontinuity Network Visualization in 3-D

  • 노영환 (부경대학교 에너지자원공학과) ;
  • 엄정기 (부경대학교 에너지자원공학과)
  • Noh, Young-Hwan (Dept. of Energy Resources Engineering, Pukyong National University) ;
  • Um, Jeong-Gi (Dept. of Energy Resources Engineering, Pukyong National University)
  • 투고 : 2012.12.06
  • 심사 : 2012.12.26
  • 발행 : 2012.12.31
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초록

암반의 구조적 특성에 대한 확고한 이해는 지반구조물의 효과적인 설계 및 유지관리에 있어서 매우 중요한 요소이다. 이는 암반의 강도, 변형 및 수리지질학적 특성이 주로 암반에 존재하는 불연속면의 연결구조 특성에 좌우되기 때문이다. 그동안 암반의 구조적 특성에 대한 연구에 있어서 상당한 진전이 있었음에도 불구하고 불연속면 분포의 복잡성으로 인하여 암반의 삼차원적 구현 및 가시화에 기반한 지질공학적 해석은 드문 실정이다. 이 연구는 암반의 불연속면 및 불연속면의 연결구조를 삼차원적으로 구현하고 가시화하는 기법을 제시하였다. 이를 위하여 원판형으로 가정한 불연속면의 비선형 방정식을 유도하고 불연속면 교차선과 등가파이프의 위치를 산정할 수 있는 대수학적 알고리즘이 제시되었으며, 또한 연산과정을 수행하는 전산모듈이 작성되었다. 이 연구에서 개발한 불연속면 연결구조의 삼차원적 구현 및 가시화 기법은 불연속체 기반의 암반강도 및 변형성에 관한 연구 또는 수리지질학적 특성에 관한 연구를 수행함에 있어서 활용도가 높을 것으로 판단된다.

A sound understanding of the structural characteristics of fractured rock masses is important in designing and maintaining earth structures because their strength, deformability, and hydraulic behavior depend mainly on the characteristics of discontinuity network structures. Despite considerable progress in understanding the structural characteristics of rock masses, the complexity of discontinuity patterns has prevented satisfactory analysis based on a 3-D rock mass visualization model. This paper presents the results of studies performed to develop rock mass visualization in 3-D to analysis the mechanical and hydraulic behavior of fractured rock masses. General and particular solutions of non-linear equations of disk-shaped fractures have been derived to calculated lines of intersection and equivalent pipes. Also, program modules have been developed to perform the calculations. The procedures developed for the 3-D fractured rock mass visualization model can be used to characterize rock mass geometry and network systems effectively. The results obtained in this study will be refined and then combined for use as a tool for assessing geomechanical problems related to strength, deformability and hydraulic behaviors of the fractured rock masses.

키워드

참고문헌

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피인용 문헌

  1. Development of the 3-D Fracture Network Analysis and Visualization Software Modules vol.23, pp.4, 2013, https://doi.org/10.7474/TUS.2013.23.4.261