한국터널지하공간학회 논문집 (Journal of Korean Tunnelling and Underground Space Association)

  • 제18권6호
  • /
  • Pages.535-544
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  • 2016
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  • 2233-8292(pISSN)
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  • 2287-4747(eISSN)
한국터널지하공간학회 (Korean Tunnelling and Underground Space Association)
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2-arch 터널 정거장 굴착 시 평면변형률 조건에서 군말뚝의 이격거리에 따른 지반거동 분석

Investigation of ground behaviour between plane-strain grouped pile and 2-arch tunnel station excavation

  • 공석민 (서울과학기술대학교 건설시스템공학과) ;
  • 오동욱 (서울과학기술대학교 건설시스템공학과) ;
  • 안호연 (서울과학기술대학교 건설시스템공학과) ;
  • 이현구 (서울과학기술대학교 건설시스템공학과) ;
  • 이용주 (서울과학기술대학교 건설시스템공학과)
  • Kong, Suk-Min (Seoul National University of Science & Technology, Dept. of Civil Engineering) ;
  • Oh, Dong-Wook (Seoul National University of Science & Technology, Dept. of Civil Engineering) ;
  • Ahn, Ho-Yeon (Seoul National University of Science & Technology, Dept. of Civil Engineering) ;
  • Lee, Hyun-Gu (Seoul National University of Science & Technology, Dept. of Civil Engineering) ;
  • Lee, Yong-Joo (Seoul National University of Science & Technology, Dept. of Civil Engineering)
  • 투고 : 2016.10.04
  • 심사 : 2016.11.24
  • 발행 : 2016.11.30
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초록

도심지에서 지하철과 같은 터널의 증가에 따라 특수한 설계, 및 시공 방법이 제안되어 왔다. 터널 붕괴 사고는 막대한 인명, 재산 피해를 가져오기 때문에 터널 굴착 및 주변지반의 거동을 관측하고 분석하는 작업은 매우 중요하다. 하지만 매번 현장시험을 하기에는 경제적인 측면에서 비현실적이다. 따라서 현장시험의 단점을 보완하고, 보다 정밀한 결과를 도출하는 연구가 지속적으로 발표되어 왔다. 본 연구는 군말뚝과 터널 사이 이격거리에 따른 2-arch 정거장 굴착 시 주변 지반의 거동을 측정하였다. 실내모형시험을 위해 trapdoor장치를 고안하였으며, 터널굴착은 2-arch 터널의 체적손실(VL)을 증가시킴으로써 모사하였다. 또한, 근거리 사진계측 및 이미지프로세싱을 통해 지반의 거동을 관측하였으며, 수치해석을 통해 실내모형시험의 결과와 비교하였다.

Special tunnel design and construction methods have been suggested due to developments of subway and tunnel. Collapse accidents of tunnel bring enormous damage. So, observation and analysis for the safety of tunnelling and behaviour of surrounding ground are important. But, it is not economical to implement the field test in every time. Therefore, this study has measured ground behaviour due to excavation of 2-arch tunnel station according to offset between grouped pile and tunnel by laboratory model test. For the model test, trapdoor device was adopted. Tunnelling is simulated by volume loss of 2-arch tunnel. Ground displacements are observed by close range photogrammetric method and image processing. In addition, these data are compared with numerical analysis.

키워드

참고문헌

  1. Atkinson, J. (2007), "The mechanics of soils and foundations", 2nd Edition, Taylor & Francis, pp. 404-406.
  2. Das, B.M. (2009), "Principles of Geotechnical Engineering", 7th Edition, Cengage learning, pp. 302-303.
  3. Choi, J.J., Park, Y.J., Kim, S.K., Park, J.H. (2012), "A Case Study on the Design and Construction of a 2-arch Tunnel with Varying Section", Journal of Korean Tunnelling and Underground Space Association, Vol. 22, No. 5, pp. 310-320.
  4. Chung, E.M., Yoo, C.S. (2015), "2-Arch Tunnel Excavation Using Reduced Scale Model Test", KSCE 2015 CONVENTION2015 CIVIL EXPO & CONFERENCE, Vol. 22, No. 5, pp. 310-320.
  5. Jo, I.H., Nam, C.Y., Lee, A.K., Choi, K.M., Lee, S.D. (2010), "Behavior of the Tunnel due to distance during Adjacent Tunnelling in the existing deep foundation", KSCE 2010 CONFERENCE, pp. 502-505.
  6. Kwon, H.J., Kim D.S., Park, J.B., Jung, S.K. (2011), "Foundation engineering", Goomibook, p. 222.
  7. Lee, S.D., Cheon, E.S. (2004), "Behavior of 2 Arch Tunnel in Sand", Journal of Korean Tunnelling and Underground Space Association, Vol. 6, No. 2, pp. 171-182.
  8. Plaxis (2016), "Plaxis 2D Reference Manual", Plaxis, pp. 85-90.
  9. Yoo, C.S., Kim, J.M., Kim, H.C. (2009), "Numerical investigation on 3D behavior of 2-Arch tunnel", Journal of Korean Tunnelling and Underground Space Association, Vol. 11, No. 3, pp. 255-264.
  10. Yoon, I.B., Kang, H.J., Kim, H.D., Kim, D.S. (2010), "A case study on efficient non pilot 2-Arch Tunnel in the urban", KGS Spring National Conference 2010, pp. 543-552.