- 권한신청
- P-ISSN2233-8292
- E-ISSN2287-4747
- KCI
ISSN : 2233-8292
파쇄대가 과대분포한 암반지역에서 터널의 거동특성에 관한 연구
Analysis on the tunnel behavior characteristic in the excessive fractured zone distribution of rock area
이승호 (상지대학교)
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초록
본 논문은 설계단계에서 지반조사와 수치해석을 통해 예측된 터널의 거동특성과 실제 시공단계에서 어떠한 변형특성을 보이고 있는지 RMR 및 계측데이터의 비교분석을 통해 선정된 터널지보시스템의 선택적 적용을 보여준다. 이는 파쇄대가 과대분포한 암반지역에 터널을 설치할 경우, 터널굴착지반의 거동은 지반의 특성과 보강공법 등의 영향에 따라 상이한 거동특성 때문이다. 그러므로, 본 연구에서는 지반설계자가 단층대 및 파쇄대가 과대 분포한 암반지역의 터널 설계시, RMR-계측 데이터 분석과 지반물성치 저감에 따른 매개변수 분석을 비교하여, 지반 설계자가 향후 유사한 파쇄대가 과대분포한 지역의 터널거동특성을 예측할 수 있도록 하고자 한다.
- keywords
- 단층대, 파쇄대, RMR, 터널거동특성, 터널계측, Fault zone, Fractured zone, RMR, Tunnel behavior, Tunnel instrumentation
Abstract
This article is to apply the tunnel support system selected after comparatively analyzing of RMR and tunnel instrumentation between the tunnel behavior characteristic predicted through geotechnical investigations and the numerical analysis at the design stage and the properties deformation occurred at the construction stage. This attempt results from the behavior characteristic of the tunnel excavation ground shown differently in accordance with the ground quality and reinforcement method. This, therefore, provide the data and results analysed the actual decision RMR-crown settlement & convergence and reduction of material property of ground as parameters. Also, it’s shown that the tunnel designer is able to predict tunnel behavior characteristic when designing in bedrock areas excessively distributed faults and fractured zones.
- keywords
- 단층대, 파쇄대, RMR, 터널거동특성, 터널계측, Fault zone, Fractured zone, RMR, Tunnel behavior, Tunnel instrumentation
참고문헌
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