1 |
Caspe, M.S. (1996), Surface Settlement Adjacent to Braced Open Cuts, J. of Soil Mechanics and Foundation Eng. ASCE, Vol.92, pp.51-59.
DOI
|
2 |
O'Reilly, M.P. and New, B.M. (1982), Settlements Above Tunnels in the United Kingdom their Magnitude and Prediction, Tunnelling'82. Ed.Jones, M.J., pp.173-181.
|
3 |
Seoul Metro (2001), Practical manual for Adjacent Construction in Urban Metro, pp.1-222.
|
4 |
Park, C.M., You, K.H., and Lee, H. (2018), A Development of the Ground Settlement Evaluation Chart on Tunnel Excavation, Korea Tunnel Underground Space Society, Vol.20, No.6, pp.1105-1123.
|
5 |
Underground Safety Assessment Report Standard Manual (2022), Ministry of Land, Infrastructure and Transport, pp.35-43.
|
6 |
Attewell, P.B. and Farmer, I.W. (1974), Ground Deformation Resulting from Sheild Tunneling in London Clay, Canadian Geotechnical Journal, Vol.11, No.3, pp.380-395.
DOI
|
7 |
Clough, G.W. and O'Rourke, T.D. (1990), Construction Induced Movements of in Situ Walls, Proc., Specialty Conf. on Design and Performance of Earth Retaining Structures., New York, ASCE, pp. 439-470.
|
8 |
Han, S.M., Lee, D.H., and Lee, S.H. (2021), Safety Effect Evaluation of Existing Metro Tunnel by Deep Urban Tunnelling, J. of the Korean Geotechnical Society, Vol.37, No.9, pp.37-50.
DOI
|
9 |
Peck, R.B. (1969), Deep Excavation and Tunnelling in Soft Ground, Proc. of 7th Inter. Conf. on Soil Mech and Found. Eng., Mexico, Vol.4, pp.259-290.
|