Study of Stability Analysis and Countermeasure Tunnel Portal Failure using Dipole-Dipole Investigation

쌍극자(Dipole-Dipole)탐사를 활용한 터널붕괴사면 조사 및 대책방안 제시 연구

  • 백용 (한국건설기술연구원 토목연구부) ;
  • 이종현 (한국건설기술연구원 토목연구부) ;
  • 구호본 (한국건설기술연구원 토목연구부) ;
  • 배규진 (한국건설기술연구원 토목연구부)
  • Published : 2003.03.01

Abstract

In case of slope failure by planted protection is constructed on the slope according to of the choice trend of a recently environmental-friendly countermeasure, there has a limitation about diagnosis and preparation of measure. Also, collapse of tunnel pithead department slope has maximum in construction and countermeasure method of construction choice unlike cut-slope. In this study, analyzed inside circumstance of slope using geophysical exploration for stability analysis and countermeasure inside presentation of tunnel pithead department slope which collapse happens. geophysical exploration used dipole(Dipole-Dipole) method that is based to distribution principle does specific resistance, goes side by side with on-the-spot observation and draws base strength parameter and executed stability analysis, and presented stabilization countermeasure inside of collapse slope on this. I wish to conduce in development and research for use technical development of geophysical exploration technique hereafter by executing geophysical exploration in road collapse spot applying through this study.

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