Study on Statistical Method for Objective Evaluation of Tunnel Portal Slopes

객관적인 터널 갱구사면 평가를 위한 통계기법 연구

  • Kwon, O-Il (Geotechnical Engineering Research Dept., Korea Institute of Construction Technology) ;
  • Baek, Yong (Geotechnical Engineering Research Dept., Korea Institute of Construction Technology) ;
  • Na, Jong-Hwa (Dept. of Information and Statistics, Chungbuk National University) ;
  • Seo, Yong-Seok (Dept. of Earth & Environmental Sciences, Chungbuk National University) ;
  • Kim, Gyo-Won (Dept. of Geology, Kyungpook National University)
  • 권오일 (한국건설기술연구원 지반연구부) ;
  • 백용 (한국건설기술연구원 지반연구부) ;
  • 나종화 (충북대학교 자연과학대 정보통계학과) ;
  • 서용석 (충북대학교 자연과학대 지구환경과학과) ;
  • 김교원 (경북대학교 자연과학대 지질학과)
  • Published : 2006.03.24

Abstract

This study was intended to develop a high reliable technique by statistically processing on-site data with a general linear model, providing the basic data for construction, analysis of stability and establishment of maintenance measures for tunnel portal slopes in the future. This study evaluated the stability of a tunnel portal slope using a quantified technique, which is based on a general linear model. The important scores of each independent variable were allocated by using the ranges of the quantified values, based on the predicted coefficient of regression and the scores for categories of each independent variable were allocated so that those are equally spaced. The quantification model obtained from the results of evaluating the total data used for the quantification process provided precise results. In addition, it is expected that a more detail subdivision of response variables and sufficient data would produce a better stability evaluation standard.

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