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http://dx.doi.org/10.14481/jkges.2016.17.11.55

A Study on the Behaviour of the Station Structure due to Adjacent Construction  

Chung, Jeeseung (Department of Railroad Construction & Safety Engineering, Dongyang University)
Kim, Manhwa (Department of Construction Engineering, Dongyang University)
Lee, Sungil (Samlim Engineering)
Kim, Hongjoo (Department of Tunnel and Geotechnical Engineering, Hakyong Engineering)
Shin, Youngwan (Department of Tunnel and Geotechnical Engineering, Hakyong Engineering)
Publication Information
Journal of the Korean GEO-environmental Society / v.17, no.11, 2016 , pp. 55-64 More about this Journal
Abstract
Recently, it has been made many adjacent construction of inter-facility by the expansion of urban infrastructure facilities using the underground space. The complaints relating to the stability of the facility by adjacent construction is common. In this study, it was conducted for the subway line 5 Gimpo airport station structure in the upper Gimpo urban railway to determine the behavior characteristics of station structure according to adjacent construction. It was performed evaluation of the safety zone and excavation method for station structure. And after a review of damage evaluation, track irregularities and structural calculation by using a numerical analysis, stability of the station structure according to adjacent construction was evaluated to be secured. This study is expected to be used as basic data in advance if you need to review the effects of nearby structure according to adjacent construction.
Keywords
Adjacent construction; Tunnel; Station structure; Safety zone; Damage evaluation;
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  • Reference
1 Burland, J. B. and Wroth, C. P. (1974), Settlement of buildings and associated damage, Proceedings of a Conference on Settlement of Structures, Cambridge, pp. 611-654.
2 Cording, E. J. and Hansmire, W. H. (1975), Displacements around soft ground tunnels, In Proceedings of the 5th PanAmerican Congress on Soil Mechanics and Foundation Engineering, Buenos Aires, Session IV, pp. 571-632.
3 Lee, Y. J. (2004), Tunnelling adjacent to a row of loaded piles, Ph. D Thesis, University College London.
4 Lee, S. R., Woo, S. W. and Choi, C. S. (2010), Incheon metropolitan urban railroad line 2 (Construction section 206) project tunnel design case, Journal of the Korean Society of Civil Engineers, Vol. 58, No. 7, pp. 33-40 (in Korean).
5 Shin, S. Y., Lee, J. S. and Park, Y. G. (2009), A study on the stability of the existing subway structure due to nearby construction of new railway line, Conference of the Korean Society for Railway, Korean Society for Railway, pp. 2148-2165 (in Korean).
6 Sowers, G. F. (1962), Shallow foundations, chapter 6 in foundation engineering, ed. by G.A. Leonards, McGraw-hill, Inc., New York, pp. 525-641.
7 서울특별시도시철도공사 (2001), 도시철도인접굴착공사 관리실무, pp. 1-222.
8 서울특별시도시철도공사 (2008), 선로정비규정, 제2장 궤도정비기준 [별표 5].
9 Attewell, P. B. (1977), Ground movements caused by tunnelling in soil, Proc. of International Conference on Large Movements and Structures, London, pp. 812-948.
10 Attewell, P. B., Yeates, J. and Selby, A. R. (1986), Soil movements induced by tunnelling and their effects on pipelines and structures, Blackie, Glasgow.
11 Bjerrum, L. (1963), Allowable settlement of structures, Proc., 3rd European Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Weisbaden, Germany, pp. 135-137.
12 Boscardin, M. D. and Cording, E. J. (1989), Building response to excavation-induced settlement, Journal of Geotechnical Engineering Division, ASCE, Vol. 115, No. GT1, pp. 1-21.
13 Burland, J. B. (1997), Assessment of risk of damage to buildings due to tunnelling and excavation, Earthquake Geotechnical Engineering, Ishihara(ed.), Balkema, Rotterdam, pp. 1189-1201.