Cases of Tunnel Monitoring of Anisotropic/Heterogeneous Rock Masses

이방성/비균질 암반의 터널 계측 사례 분석

  • Kim, Chang-Yong (Geotechnical Eng. Research Dept., Korea Institute of Construction Technology) ;
  • Hong, Sung-Wan (Geotechnical Eng. Research Dept., Korea Institute of Construction Technology) ;
  • Kim, Kwang-Yeom (Geotechnical Eng. Research Dept., Korea Institute of Construction Technology) ;
  • Baek, Seung-Han (Geotechnical Eng. Research Dept., Korea Institute of Construction Technology)
  • 김창용 (한국건설기술연구원 지반연구부) ;
  • 홍성완 (한국건설기술연구원 지반연구부) ;
  • 김광염 (한국건설기술연구원 지반연구부) ;
  • 백승한 (한국건설기술연구원 지반연구부)
  • Published : 2005.03.25

Abstract

The introduction of geodetic methods of absolute displacement monitoring in tunnels has improved the value of the measurements significantly. By using this method, structurally controlled behavior and influences of an anisotropic rock mass can be determined and the excavation and support adjusted accordingly. In this study cases of tunnel monitoring in anisotropic/heterogeneous rock masses are analyzed, and various anisotrpic behavior of tunnel can be estimated. Because rock anisotropy and heterogeneity can have great influence on tunnel behavior, tunnel design considering rock anisotropy and heterogeneity is needed. Also under construction, feedback must be performed by using face mapping and monitoring to prevent over-deformation and tunnel collapse.

Keywords