DOI QR코드

DOI QR Code

Effect of size and slope angle of tooth-shaped asperity on shear fracturing characteristics

삼각형 돌출부의 크기 및 경사각이 전단파괴 형상 특성에 미치는 영향

  • Kim, Won-Keun (Korea Water Resources Corporation) ;
  • Choi, Woo-Yong (Konkuk University, Dept. of Civil and Environmental System Engineering) ;
  • Park, Jong-Deok (Konkuk University, Dept. of Civil and Environmental System Engineering) ;
  • Lee, Seok-Won (Konkuk University, Dept. of Civil and Environmental System Engineering)
  • 김원근 (한국수자원공사) ;
  • 최우용 (건국대학교 사회환경시스템공학과) ;
  • 박종덕 (건국대학교 사회환경시스템공학과) ;
  • 이석원 (건국대학교 사회환경시스템공학과)
  • Received : 2013.07.04
  • Accepted : 2013.07.26
  • Published : 2013.07.31

Abstract

Most of previous studies have insufficiently investigated the shear behavior and fracturing characteristics, experimentally in respect to the change of size of tooth-shaped surface asperity such as length and slope angle in a broad range. This study investigates the influence of the length and slope angle of a tooth-shaped surface asperity on the fracturing characteristics and the interface shear strength by using direct shear test apparatus. A total of 36 interface direct shear tests were conducted by changing the three types of slope angle of surface asperity, four type of length, and three types of normal stress. The shape of fractured surface after the test was quantified by using a three-dimensional surface roughness measurement apparatus. Through the experimental test results, the characteristics of fractured shape of surface asperity according to the normal stress were investigated. In addition, fractured length and height were quantified at each slope angle of surface asperity under a certain normal stress condition.

기존의 연구에서 삼각형 돌출부의 크기 즉 돌출부 길이 및 돌출부 경사각 변화에 따른 전단거동 및 파괴 형상 특성에 대한 광범위한 실험적 연구는 부족하였다. 본 연구에서는 직접전단시험기를 사용하여 삼각형 돌출부의 전단거동에 있어서 돌출부의 길이 및 경사각 특성이 표면 돌출부의 파괴 형상 특성에 미치는 영향을 규명하고자 한다. 이를 위하여 돌출부 길이는 4가지로 변환하였고, 수직응력은 3가지로, 그리고 돌출부 경사각은 3개의 각도로 변환하면서 총 36회의 시험을 수행하였다. 시험을 수행한 시편은 3차원 형상측정기를 사용하여 파괴 형상 특성을 정량적으로 분석하였다. 이러한 시험을 통하여, 수직응력 변화에 따른 돌출부의 파괴 형상 특성을 조사하였다. 또한 각각의 경사각에서 돌출부의 길이를 변화시켜 시험을 수행함으로써, 특정 수직응력 하에서 돌출부가 파괴되는 길이 및 높이를 정의하였다.

Keywords

References

  1. Bandis, S.C., Lumsden, A.C., Barton, N.R. (1983), "Fundamentals of rock joint deformation", Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vol. 20, No. 6, pp. 249-263. https://doi.org/10.1016/0148-9062(83)90595-8
  2. Barton, N.R. (1973), "Review of a new shearstrength criterion for rock joints", Engrg. Geol., Vol. 7, pp. 287-332. https://doi.org/10.1016/0013-7952(73)90013-6
  3. Goodman, R.E. (1976), Methods of geological engineering in discontinuous rock, West Pub., New York.
  4. Hong, E.S. (2005), Characterization of rock joint roughness based on roughness mobilization characteristics, PhD Thesis, Korea University, Korea.
  5. Kim, E.K., Lee, J.H., Lee, S.W. (2012a), "Shear behavior at the interface between particle and non-crushing surface by using PFC", J. Korean Tunnelling and Underground Space Association, Vol. 14, No. 4, pp. 293-308. https://doi.org/10.9711/KTAJ.2012.14.4.293
  6. Kim, E.K., Jeong, D.W., Lee, S.W. (2012b), "Surface roughness crushing effect on shear behavior using PFC", J. Korean Tunnelling and Underground Space Association, Vol. 14, No. 4, pp. 321-336. https://doi.org/10.9711/KTAJ.2012.14.4.321
  7. Ladanyi, B., Archambault, G. (1970), "Simulation of shear behavior of a jointed rock mass", Proc. 11th Symp. Rock Mech., Urbana, Illinois, pp. 105-125.
  8. Lee, S.W., Hong, E.S., Bae, S.I., Lee, I.M. (2006), "Modelling of rock joint shear strength using surface roughness parameter, Rs", Tunnelling and Underground Space Technology, Vol. 21, Issue 3-4, pp. 239-239. https://doi.org/10.1016/j.tust.2005.12.018
  9. Patton, F.D. (1966), "Multiple modes of shear in rock", Proc. 1st Cong. ISRM, Lisbon, Vol. 1, pp. 509-513.
  10. Qiu, X., Plesha, M.E., Huang, X., Haimson, B.C. (1993), "An investigation of the mechanics of rock joints-Part II. Analytical investigation", Int. J. Rock. Mech. Min. sci. Geomech. Abstr., Vol. 30, No. 3, pp. 271-287.
  11. Yang, Z.Y., Chiang, D.Y. (2000), "An experimental study on the progressive shear behaviour of rock joints with tooth-shaped asperities", Int. J. Rock Mech. Sci., Vol. 37, pp. 1247-1259. https://doi.org/10.1016/S1365-1609(00)00055-1