최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Journal of Korean Tunnelling and Underground Space Association = 한국터널지하공간학회논문집, v.23 no.2, 2021년, pp.93 - 106
이영준 (동양대학교 대학원 건설공학과) , 정지승 (동양대학교 대학원 건설공학과)
In general, segment lining tunnel refers to a tunnel formed by connecting precast concrete segments as a ring and connecting such rings to each other in the longitudinal direction of the tunnel. As the structural properties of the segment lining is highly dependent on the behavior of the segment joi...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
Blom, C.B.M. (2002a), Design philosophy of concrete linings for tunnels in soft soils, Ph.D. Thesis, Delft University of Technology, pp. 41-42.
Blom, C.B.M. (2002b), Background document "Lining behaviour - analytical solutions of coupled segmented rings in soil", Delft University of Technology, pp. 16-22.
Duddeck, H., Erdmann, J. (1982), "Structural design models for tunnels", In: Jones, M.J.(Ed.), Institution of Mining and Metallurgy, Tunnelling '82 Papers Presented at the Third International Symposium, London, pp. 83-92.
El Naggar, H., Hinchberger, S.D. (2008), "An analytical solution for jointed tunnel linings in elastic soil or rock", Canadian Geotechnical Journal, Vol. 45, No. 11, pp. 1572-1593.
Hordijk, D.A., Gijsbers, F.B.J. (1996), Laboratoriumproeven tunnelsegmenten (Laboratory tests tunnel segments), Report No. 96-CON-R0708/03, TNO-Bouw, Delft, pp. 1-78.
Janssen, P. (1983), Tragverhalten von Tunnelausbauten mit Gelenktubbings, University of Braunschweig, Department of Civil Engineering, Institute for Structural Analysis, Report No. 83-41, pp. 1-136.
Japan Railway Technical Research Institute (2003), Design standards for railway structures and commentary (shield tunnels), pp. 91-95.
Korea Concrete Institute (2012), Korea structural concrete design code, pp. 67-68.
Lee, K.M., Ge, X.W. (2001), "The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure", Canadian Geotechnical Journal, Vol. 38, No. 3, pp. 461-483.
Lee, K.M., Hou, X.Y., Ge, X.W., Tang, Y. (2001), "An analytical solution for a jointed shield-driven tunnel lining", International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 25, No. 4, pp. 365-390.
Leonhardt, F., Reimann, H. (1965), "Betongelenke (Concrete joints)", German Committee for Reinforced Concrete (DAfStb), Vol. 175, pp. 1-33.
Morgan, H.D. (1961), "A contribution to the analysis of stress in a circular tunnel", Geotechnique, Vol. 11, No. 1, pp. 37-46.
Muir Wood, A.M. (1975), "The circular tunnel in elastic ground", Geotechnique, Vol. 25, No. 1, pp. 115-127.
Teachavorasinskun, S., Chub-uppakarn, T. (2010), "Influence of segmental joints on tunnel lining", Tunnelling and Underground Space Technology, Vol. 25, No. 4, pp. 490-494.
USACE (U.S. Army Corps of Engineers) (1997), Tunnels and shafts in rock, EM 1110-2-2901, pp. 9-9 & 9-10.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
오픈액세스 학술지에 출판된 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.