An Estimation on the Applicability of Hollow FRP Soil Nailing System

중공식 FRP쏘일네일링 시스템의 적용성 평가

  • 김홍택 (홍익대학교 토목공학과) ;
  • 이혁진 (홍익대학교 대학원 토목공학과) ;
  • 정우철 (홍익대학교 대학원 토목공학과) ;
  • 고형선 (삼성물산 건설부문 건축기술팀)
  • Published : 2006.03.24

Abstract

Soil nailing is a reinforcement method used for stabilizing excavated wall or slope. Due to its many advantages such as ease of construction and economical efficiency, use of soil nailing is increased. However, the soil nail can't trespass on the neighbor private land, which pays rent for use. For this reason, removable soil nailing system was developed. However, the removal rate of this system is just about $50\sim70%$. To solve this, the Fiber Reinforced Polymer (FRP) soil nailing system, which does not need to be removed and allows for the trespass on the private land, is developed. In this paper, through theoretical and experimental studies in laboratory and field, we evaluate the stability and behavior characteristics of the FRP nail system. Besides, numerical analyses using FLAC2D were performed for various soil conditions, where the simulations for pullout tests were carried out. As a result, compared with the conventional removable soil nailing system, the FRP soil nailing systems show similar behavior characteristics.

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