1 |
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.
|
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, 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).
|
4 |
Sowers, G. F. (1962), Shallow foundations, chapter 6 in foundation engineering, ed. by G.A. Leonards, McGraw-hill, Inc., New York, pp.525-641.
|
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 |
Bjerrum, L. (1963), Allowable Settlement of Structures, Proc., 3rd European Conf. on Soil Mechanics and Foundation Engineering, Vol.2, Weisbaden, Germany, pp.135-137.
|
7 |
Ji-Seung Jung et al. (2016), A Study on the Behaviour of Station Structures due to Adjacent Construction, Journal of Korean Geo-Environmental Society, Vol.17, No.4, pp.55-64 (in Korean).
|
8 |
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.
DOI
|
9 |
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.
|
10 |
Young-Geun Kim (2021), Evaluation of the Safety Effect of the Tunnel in Urban Deep Tunnelling, Journal of the Korean Tunnel and Underground Space Association, pp.63-78 (in Korean).
DOI
|
11 |
Korea Institute of Construction Technology (2019), Planning and research on smart construction and maintenance of deep underground spaces for improving urban performance (in Korean).
|
12 |
Lee, Y. J. (2004), Tunnelling adjacent to a row of loaded piles, Ph. D Thesis, University College London.
|
13 |
Ministry of Land, Infrastructure and Transport (2020), Standard Manual for Underground Safety Effect Evaluation, pp.1-222 (in Korean).
|
14 |
Seoul Metro (2013), Consultation procedure for adjacent excavation in subway, pp.1-4 (in Korean).
|
15 |
Chung-Sik Yoo, et al. (2009), Ground Subsidence by Decreasing of Groundwater during the Tunnel Construction in Urban Areas - Case Study and Numerical Analysis, Journal of Korean Society of Geotechnical Engineering, Vol.25, No.3, pp.49-56 (in Korean).
|
16 |
Attewell, P. B., Yeates, J., and Selby, A. R. (1986), Soil movements induced by tunnelling and their effects on pipelines and structures, Blackie, Glasgow.
|
17 |
Seoul Metro (2001), Practical manual for Adjacent Construction in Urban Metro, pp.1-222 (in Korean).
|
18 |
Attewell, P. B. (1977), Ground Movements Caused by Tunnelling in Soil, Proc. of International Conference on Large Movements and Structures, London, pp.812-948.
|