일축압축 상태하 다중 불연속면의 파괴에 대한 연구

Fracture of Multiple Flaws in Uniaxial Compression

  • 발행 : 2001.12.01

초록

열 여섯개의 절리 면을 가진 석고 시편을 제작, 일축 압축 실험을 하여 관측된 결과를 절리 면이 두 개 및 세개 가진 시편의 실험 결과와 비교하였다. 그 결과 다중 절리면(열여섯 면)에서 관측된 익형(翼形)크랙, 이차 크랙, 연절리 (連節理) 유형은 절리가 두 개 및 세 개를 가진 시험체와 비슷한 형상을 보였다. 익형 크랙은 절리면과 일정한 각도를 유지한 상태에서 시작하여 안정적으로 진전, 최대 압축응력 방향으로 발달하였으며 이차 크랙 또한 안정적인 진전 양상을 보였으나 높은 하중 상태에서 이차 크랙은 불안정한 진전을 보이며 연절리 현상을 보였다. 이차 크랙의 종류로는 유사 공면(共面) 및 사면(斜面) 이차 크랙이 관측되었다. 연절리 현상은 익형 크랙과 이차 크랙에 의한 절리면의 연결로 나타나며 본 실험에서 네 종류의 연절리 현상이 관측되었다. 관측된 연절리의 발생 형태, 익형 크랙 및 이차 크랙의 초기 발생 응력은 절리면의 간격, 연속성, 경사각, 단선(短線)각도와 절리면의 배열과 관련이 있다.

Gypsum blocks with sixteen flaws have been prepared and tested in uniaxial compression. Results from these experiments are compared with observations from the same material with two and three flaws. The results indicate that the cracking pattern observed in specimens wish multiple flaws is analogous to the pattern obtained in specimens with two and three flaws such as initiation and propagation of wing, and secondary cracks and coalescence. Wing cracks initiate at an angle with the flaw and propagate in a stable manner towards the direction of maximum compression. Secondary cracks initiate and propagate in a stable manner. As the load is increased, secondary cracks may propagate in an unstable manner and produce coalescence. Two types of secondary cracks are observed: quasi-coplanar, and oblique secondary cracks. Coalescence is produced by the linkage of two flaws: wing and/or secondary cracks. From the sixteen flaws test, four types of coalescence are observed. Observed types of coalescence and initiation stress of wing and secondary crackle depend on flaw geometries, such as spacing, continuity, flaw inclination angle, ligament angle, and steppings.

키워드

참고문헌

  1. Journal of geotechnical engineering v.126 no.8 Behavior of rock in slopes Goodman, R. E.;Kieffer, D. S.
  2. International Journal of Rock Mechanics, Min. Sci. v.20 no.5 The effect of discontinuity persistence on rock slope stability Einstein, H. H.;Veneziano, D.;Baecher, G. B.;OReilly, K. J.
  3. International Journal of Rock Mechanics, Min, Sci. v.30 no.7 Modeling Borehole Breakout by Mixed Mode Crack Growth , Interraction and Coalescence Du, W.;J. M. Kemeny
  4. Proceedings 7th International Congress of Rock Mechanics v.1 Failure mechanisms of fractured rock A fracture coalescence model Reyes, O.;Einstein, H. H.
  5. Journal of Geophysical Research v.100 no.(B4) Coalescence of fracture under shear stresses in experiments Shen, B.;Stephansson, O;Eintein, H. H.;Ghahreman, B.
  6. International Journal of Rock Mechanics, Min. Sci. v.35 no.7 Fracture coalescence in rock-type materials under uniaxial and biaxial compression Bobet, A.;Einstein, H. H.
  7. Proceedings of the North American Rock Mechanics Symposium:Pacific Rocks 2000 Coalescence of Multiple Flaws in Uniaxial compression Sagong, M.;Bober, A.
  8. ASCE Journal of the Geotechnical Division v.99 no.SM3 Model studies on mechanics of jointed-rocks Einstein, H. H.;Hirschfeld, R. C.
  9. ASCE Journal of Geotechnical Engineering v.115 no.9 Fissure parameters in stiff clays under compression Vallejo, L.E.
  10. International Journal of Fracture v.26 Brittle fracture propagation in rock under compression Hoek, S.;Bieniawski, Z.T.
  11. Journal of Stuctural Geology v.14 no.8/9 Kinetic instabilities during the propagation of a branch crack:effects of loading conditions and internal pressure Barquins, M;J. P. Petit.
  12. Mechanics of Geomaterials Fracture Propagation in Rock Ingraffea, A. R.
  13. Journal of Engineering Mechanics v.116 no.5 Crack Propagation in concrete under Compression Tasdemire, M. A.;Maji, A. K.;Shah, S. P.
  14. Tectonophysics v.11 A theoretical and experimental evaluation of the Griffith theory of brittle fracture Lajtai, E. Z.