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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.38 no.8, 2022년, pp.67 - 74
이서현 (인천대학교 건설환경공학과) , 우상인 (인천대학교 건설환경공학전공)
The setting of the target area for ground stability evaluation during ground excavation is categorized into theoretical and empirical estimation methods and numerical analysis methods. Generally, the applied theoretical and empirical estimation methods include those by Peck (1969), Caspe (1966), and...
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.
Caspe, M.S. (1996), Surface Settlement Adjacent to Braced Open Cuts, J. of Soil Mechanics and Foundation Eng. ASCE, Vol.92, pp.51-59.
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.
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.
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.
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.
Seoul Metro (2001), Practical manual for Adjacent Construction in Urban Metro, pp.1-222.
Underground Safety Assessment Report Standard Manual (2022), Ministry of Land, Infrastructure and Transport, pp.35-43.
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