A Consideration on Deformation Characteristics of Soil Nailed Retaining-Walls on Field Measurements

현장계측에 의한 쏘일네일링 보강벽체의 변형특성에 관한 고찰

  • 윤배식 (홍익대학교 공과대학 토목공학과) ;
  • 이종문 ((주)itm Corporation) ;
  • 강인규 ((주)브니엘컨설턴트) ;
  • 권영호 (한라건설(주) 기술연구소) ;
  • 김홍택 (홍익대학교 공과대학 토목공학과)
  • Published : 2007.02.22

Abstract

The soil nailing was generally using method in practical business, in application of the soil nailing, the analysis was primarily used to Beam-Colum Method, Finite Element Method and Limit Equilibrium Method. Beam-Colum Method and Finite Element Method were able to examine transformation but widely using Limit Equilibrium Method wasn't able to examine transformation and displacement Therefore, this study was focused on presenting stability in comparison with former study-results about horizontal displacement of the soil nailing retaining-walls satisfing a criterion safety factor of Limit Equilibrium. There were performing comparison field measurements and former study-results in first step.

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