Characteristics Study by Pullout Test of Compression(JR-2000) Anchor

선단압축형(JR-2000) 앵커의 인발시험에 관한 특성연구

  • Oh, Myung-Ju (Dept. of Civil Engineering, Busan Info-Tec College) ;
  • Park, Tae-Young (HwaMyung Engineering, Co., Ltd) ;
  • Ha, Wook-Jai (Technology Institution of Geotechnical Spatial, Co., Ltd) ;
  • Kim, Moon-Gyu (Dept. of Civil Engineering, Dong-Eui Institute of Technology)
  • 오명주 (부산정보대학 건설공간디자인과) ;
  • 박태영 ((주)화명이엔지) ;
  • 하욱재 (지반공간 기술연구소) ;
  • 김문규 (동의공업대학 건설정보과)
  • Published : 2005.03.25

Abstract

Anchor system is widely used in construction works to support retaining structures. The compression anchor is characterized by excellent mechanism of pullout resistance, as well as less probability of progressive failure than a tension anchor. This paper presents the mechanical characteristics of a newly developed compression anchor(JR-2000). Field tests were performed to investigate characteristics of the pullout resistance of compression anchor.

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