A Basic Study on Change Aspect of Displacement and Stress in NATM Tunnel Excavation

터널굴착 중 발생하는 변위 및 응력의 변화양상에 대한 기초적인 연구

  • 정인철 (삼성물산(주)건설부문 토목사업본부) ;
  • 박종관 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 이준석 (한국철도기술연구원 궤도 토목연구본부) ;
  • 이승도 (삼성물산(주)건설부문 토목사업본부)
  • Published : 2005.11.01

Abstract

In Korea, NATM (New Austrian Tunneling Method) has widely been used in order for constructing tunnels. The major support materials of the method are the shotcrete and rock bolt together with the arch-shaped tunnel section, which ensure the inherent strength of the rock masses. One of the most important features of the method is the feedback system between tunnel analyses and measurements, such as tunnel displacement and support stresses. This study, therefore, attempts to examine the difference in displacement and stresses between numerical results. and measurements in order for more practical design and construction of tunnels.

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