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NTIS 바로가기Journal of Korean Tunnelling and Underground Space Association = 한국터널지하공간학회논문집, v.23 no.2, 2021년, pp.119 - 131
조영석 (동국대학교 건설환경공학과) , 김윤희 (동국대학교 건설환경공학과) , 홍지연 (동국대학교 건설환경공학과) , 김동규 (한국건설기술연구원) , 김범주 (동국대학교 건설환경공학과)
In general, the stress is concentrated on the pillar of very near parallel tunnel (VNPT), and the pillar has been reinforced by using steel-wires to maintain the stability of the tunnel. However, since the strength of the pillar decreases in the soil layer, the reinforcing pillar with the steel-wire...
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Lim, S.B., Lee, S.M., Lee, J.W., Baek, Y.S. (1994), "Consideration of parameters and progressive failure of rock mass during the tunnel excavation", Proceedings of the KGS Fall '94 National Conference/Geotechnical Engineering and Tunneling Technology, Seoul, pp. 231-234.
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