Grouting Effect of Rock Joint

암반절리면에서의 그라우팅 효과

  • 이영남 (한양대학교 토목공학과) ;
  • 천병식 (한양대학교 토목공학과) ;
  • 김대영 (한양대학교 토목공학과)
  • Published : 2000.10.01

Abstract

AESTRACI: The shmr behior of sawtoothed artrjicial joints grouted with cement milk rm investiguted in the lahotconstant normal stress conditions. Tests were amducted on joints with asperities h i n g inclinations cf 16.7" and 26.6" ,strengths h i n g 15MPa and 47MPa under a given nmge of n o d stresses wrying frcm 0.76 to 1.g MPa md at a freepitching, rolling and dihtmuy. Results show that the gect of asperities on shmr strength increme is signifamt up to as,to grout thidness (t/a) mtio 4 0.3-1.0. Increme of ahesim is the nmn muse cf shmr strength increme in cemmtoothed artificial iointsed artificial ioints

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