Evaluation on Ground Characteristics of Weathered Granite Masses by Pressuremeter Test

공내재하시험에 의한 화강 풍화암의 지반 특성 평가

  • 이광희 (단국대학교 토목환경공학과) ;
  • 배경태 (단국대학교 토목환경공학과) ;
  • 장서만 (고우엔지니어링) ;
  • 이종규 (단국대학교 토목환경공학과)
  • Published : 2004.03.25

Abstract

To study on mechanical characteristics of weathered granite masses are difficult because of undisturbanced sampling and in-situ test. Generally, pressuremeter test is widely used to investigate the behavior of weathered rock masses. However, it has many problems to get a limit pressure because of cavity collapse, membrane damage, ete. This study aims to evaluate the mechanical characteristics of weathered granite masses using in-situ pressuremeter test and numerical analysis depending on the ratio of length and diameter of the membrane(L/D=5, 8, 10, 15, 20). Test results and data are shown that strength parameters are reduced exponentially varing weathering degree, and numerical analysis results are approximately coincided with the test results. And the ratio of length and diameter of the membrane arc not affected the parameters such as modulus of pressuremeter, shear modulus, etc. But limit pressure is increased decreasing membrane length based on numerical analysis. On the other hand, increasing the membrane length, yield pressure is decreased and plastic radius is increased in the case of same weathering degree.

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