A Study on the Shear Behaviors of Non-Grouted and Cement Grouted Sawtoothed Artificial Joints

톱니형 인공 절리의 시멘트 그라우팅 전.후의 전단거동에 관한 연구

  • 이영남 (현대건설 기술연구소) ;
  • 천병식 (한양대학교 토목공학과) ;
  • 김대영 (한양대학교 토목공학과, 현대건설 기술연구)
  • Published : 2000.11.01

Abstract

The shear behavior of sawtoothed artificial joints grouted with cement milk was investigated in the laboratory under constant normal stress conditions. Tests were conducted on joints with asperities having inclinations of 16.7$^{\circ}$ and 26.6$^{\circ}$, compresive strengths having 15MPa and 47MPa under a given range of normal stresses varying from 0.76 to 1.91 MPa and at a free condition of pitching, rolling and dilatancy. Results show that the effect of asperities on shear strength increase is significant up to asperity height to grout thickness (t/a) ratio of 0.3∼1.0. Increase of cohesion is the main cause of shear strength increase in cement grouted sawtoothed artificial joints.

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