한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)

한국지반공학회 (Korean Geotechnical Society)
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띠형 섬유보강재의 설치간격에 따른 인발저항 특성에 관한 연구

Pullout Resistance by Horizontal Spacing of Geosynthetic Strip

  • 한중근 (중앙대학교 공과대학 건설환경공학과) ;
  • 윤원일 (중앙대학교 일반대학원 토목공학과) ;
  • 홍기권 (중앙대학교 일반대학원 토목공학과) ;
  • 이광우 (한국건설기술연구원 지반연구실) ;
  • 김주형 (한국건설기술연구원 지반연구실) ;
  • 조삼덕 (한국건설기술연구원 지반연구실)
  • Han, Jung-Geun (Dept. of Civil & Environmental Engineering, Chung-Ang Univ.) ;
  • Yoon, Won-Il (Dept. of Civil Engineering, Chung-Ang Univ.) ;
  • Hong, Ki-Kwon (Dept. of Civil Engineering, Chung-Ang Univ.) ;
  • Lee, Kwang-Wu (Geotechnical Engineering & Tunnelling Research Division, Korea Institute of Construction Technology) ;
  • Kim, Ju-Hyong (Geotechnical Engineering & Tunnelling Research Division, Korea Institute of Construction Technology) ;
  • Cho, Sam-Deok (Geotechnical Engineering & Tunnelling Research Division, Korea Institute of Construction Technology)
  • 발행 : 2010.09.09
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초록

In this study, the pullout tests are conducted to evaluate the pullout resistance of the geosynthetic strip with or without bearing resistance zone. The test results are indicated that the pullout resistance of the geosynthetic strip without bearing resistance zone is not affected by horizontal spacing. However, the horizontal spacing of reinforcement with bearing resistance zone affects the bearing resistance. In other words, it is indicated that the bearing resistance at spacing of 210mm is larger than that at spacing of 260mm. This means that the pullout strength at spacing of 210mm is larger than that at spacing of 260mm. Therefore.

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