An Estimation for Efficiency of Expanded Metal for Rockfall Protection Fences

팽창메탈형 낙석방지울타리의 개발 및 성능 평가

  • 황영철 (상지대학교 건설시스템공학과) ;
  • 이승호 (상지대학교 건설시스템공학과) ;
  • 노흥제 (상지대학교 건설시스템공학과) ;
  • 우상백 (지오이엔지) ;
  • 신주열 (한국시설안전기술공단)
  • Published : 2005.03.25

Abstract

The structural specification of the rockfall prevention fence installed on the road section is computed according to the hypothetic rockfall energy, and the absorbable energy of the rockfall prevention fence is defined as the sum of the absorption energies of the wire rope, one of the components, the steel support and the wire netting. But the results of the field tests confirmed that the absorption energy of the rockfall prevention fence is not the sum of the energies sustainable by the components, but it is affected by the absorbable energy of part of the components. This shows there are problems with the method of computing the absorption energy of the rockfall prevention fence of the road. So in this paper, as a way of solving the problems, the effects of improving the performance through positional changes of the existing components and the effects of improving the performance through structural changes by expanded metal are checked through tests, and a plan was proposed to solve the problems with the standards of installing the conventional rockfall prevention fence.

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