An Aanalysis of the Geotechnical Characteristics of the Uncemented Breccia at Kyeongju District

경주 지역 미고결 각력층의 공학적 특성 분석

  • 윤성학 ((주)EJtech 토목설계부) ;
  • 이건 ((주)EJtech 토목설계부) ;
  • 사상호 ((주)EJtech 토목설계부) ;
  • 박세주 ((주)EJtech 토목설계부) ;
  • 라일웅 ((주)삼성건설 토목사업본부) ;
  • 천윤철 ((주)삼성건설 토목사업본부) ;
  • 조남준 (국민대학교 건설시스템공학부)
  • Published : 2005.05.01

Abstract

The uncemented breccia consisted of conglomerate and breccia, which are not originated from volcanic clastics, shows wide variation of engineering properties depending on the characteristics of matrix of the uncemented breccia. These uncemented breccia have breccia and matrix irregularly distributed according to their depth and position. Clay minerals are also included in the matrix of these uncemented breccia, so they are expected to show expansive behavior and weakness against weathering process. In this study, the volumetric ratio of breccia on the cores had been calculated using digital image processing technique (performed on recovered core box and their sections). The 3-axial compressional strength test had been done with a shaping of rapid cooling method, and the shear strength (c, ${\phi}$) of uncemented breccia due to the breccia content had been calculated by applying BIMROCK model curve suggested by Goodman. A reliable analysis on the engineering properties of uncemented breccia had been also possible by using borehole density logging and borehole loading test for the accurate determination of the unit weight and the deformation constants deformation modulus.

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