축변환 구성방정식을 이용한 암석 이방성 탄성계수 산정

  • 김영수 (경북대학교 토목공학과) ;
  • 이재호 (경북대학교 토목공학과) ;
  • 허노영 (경북대학교 토목공학과) ;
  • 박영화 (경북대학교 토목공학과) ;
  • 최정호 (경북대학교 토목공학과)
  • Published : 2000.11.01

Abstract

For nonhomogeneous and anisotropic rocks such as schist, shale, etc, a method to determine the anisotropic elastic constants was proposed. Many authors have investigated in detail the behavior elastic constants of anisotropy rocks(Pinto 1970, Amadei 1983, 1992, Amadei & Savage 1989). They concluded that equations of elastic constants E$_1$, E$_2$ and G$_2$ can be derived from the measured strains in arbitrary three directions. And, modulus of elasticity varies according to the inclination of discontinuity in specimens. If we attach three strain gages in accordance with the directions of anisotropy on the rock specimen under uni-axial compression and diametral compression tests, anisotropy elastic constants can be determined by these equations. With this method, the degree of anisotropy will be easily evaluated by simple laboratory test. This paper presents the results of elastic constants due to the angle of bedding planes of anisotropic rock, such as shale, in uni-axial compression and diametral compression tests

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