Model Test on the Optimization of Concave-Shaped Face Development for Rapid Tunnel-Whole-Face Excavation

대단면 급속시공을 위한 최적의 곡면막장형상개발에 관한 모형실험

  • 유승일 ((주) 바우컨설탄트 지반/터널부) ;
  • 윤지선 (인하대학교 토목공학과)
  • Published : 2005.03.25

Abstract

In this paper, there is intended to introduce the new tunnel face shape, that is concave shaped face, and discusses its effects on the tunnel stabilization. Therefore, a comparative analysis in which the stability of a concave face was compared to that of a conventional plane face on the basis of displacement patterns in the tunnel face was conducted using a model test. In order to check and confirm displacement patterns on the concave face according to the radius of curvature as well as those around the face according to lateral pressure coefficient(k), two experimental concave models, produced at a scale of 1:2 and 1:5(tunnel radius), of the forefront of the curved area extended from plane face was built and tested.

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