Development of design method using Limit Equilibrium Method applying to vertical excavation reinforcing by soil-nailing

쏘일네일 보강 연직굴착면의 한계 평형법을 이용한 설계기법 개발

  • 이섬범 ((주)대우건설 오리수원복선전철 제3공구 현장소) ;
  • 이인 (홍익대학교 토목공학과) ;
  • 윤배식 (홍익대학교 토목공학과) ;
  • 김홍택 (홍익대학교 토목공학과)
  • Published : 2008.12.18

Abstract

In order to apply the Limit Equilibrium Method generally used for the slope stability analysis to the vertical excavation walls reinforced by soil-nailing, in this study, the Limit Equilibrium Method for the temporary shoring facilities reinforced by soil-nailing was proposed, which is based on the stability for the horizontal displacement. In this study, the relation of the internal friction angles of the ground and the vertical excavation depths was arranged, which is satisfying the stability on the horizontal displacement by using the verification of the Limit Equilibrium Method. And then, the rational reinforcing length of soil-nailing was proposed for the critical areas. In addition, the modified safety ratio satisfying the stability on the horizontal displacement was proposed, when the Limit Equilibrium Method was applied to the vertical excavation walls reinforced by soil-nailing.