(A Study on Strength Anisotropy characteristic and Suggested Methods for Determining RQD as for Shale)

셰일의 강도이방성 특성 및 RQD결정에 관한 연구

  • 이종규 (단국대학교 토목환경공학과) ;
  • 이수곤 (서울시립대학교 토목공학과) ;
  • 장서만 (단국대학교 토목환경공학과) ;
  • 손경철 (서울시립대학교 토목공학과)
  • Published : 2003.03.01

Abstract

This study is as for shale that attract recently geotechnical engineer more and more. like sedimentary rocks and metamorpic rocks, shales have many problem with anisotropy for stength and deformation and they have many problems with quick weathering progress and differential weathering of alternate bedding. In foreign countries, many renowned schalors, like Jaeger(1960),McLamore,Gray(1967),Donath(1972),Nova(1980),Hoek&Brown(1980),Ranamurthy(1985), have already studied for a variety of characteristic and announced high level results of their studies. In domestic also, there are many scholars who have announced high level research papers for shale. this study is a part of these stream. and this study not only analyzed strength anisotropy characteristic along with direction of testing(two-direction) by using point-load test(log-log method) but also compared uniaxial strength between the maximum saturated and dried condition. In this study, we also conducted slaking test. these results of slaking test show weathering characteristic of shales. also, we made the most of field data that obtained during slope stability project and we noticed that RQD measured in the field is much differ from drilled core RQD. In order to come close two different value or access to reality, we suggest new RQD method that artificially reduce RQD by separating core with light hand force.

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