Investigation on Failure Mechanism of Geosynthethic Reinforced Slopes

보강토 구조물 파괴 메카니즘에 관한 연구

  • 유충식 (성균관대학교 토목공학과) ;
  • 김기연 (성균관대학교 토목공학과) ;
  • 이성우 (성균관대학교 토목공학과) ;
  • 이봉원 (성균관대학교 토목공학과)
  • Published : 2005.06.30


This paper presents a laboratory investigation on the failure mechanism of geosynthetic reinforced slopes using 1/5-scale reduced model. The components of the model were selected with due consideration of the similitude law and the step-by-step actual wall construction procedure was closely simulated. The model tests successfully replicated the failure mechanism with relative density, slope and vertical spacing.


Supported by : 한국과학재단