메뉴 건너뛰기




Volumn 39, Issue 3, 1999, Pages 113-134

Ground response to the construction of Shanghai Metro Tunnel-Line 2

Author keywords

Case history; Earth pressure balance shield; Grouting; Pore water pressure; Settlement; Soft clay; Tunneling (IGC: H5)

Indexed keywords


EID: 0001576824     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.3_113     Document Type: Article
Times cited : (121)

References (10)
  • 2
    • 0002840544 scopus 로고
    • Design and performance of excavations and tunnels in soft clay
    • Brand, E. W. and Brenner, R. P. (eds.), Elsevier Scientific Publishing Co., New York
    • Clough, G. W. and Schmidt, B. (1981): "Design and performance of excavations and tunnels in soft clay," Soft Clay Engineering, Brand, E. W. and Brenner, R. P. (eds.), Elsevier Scientific Publishing Co., New York.
    • (1981) Soft Clay Engineering
    • Clough, G.W.1    Schmidt, B.2
  • 3
    • 0020706223 scopus 로고
    • Measured soil response to EPB shield tunneling
    • Clough, G. W., Sweeney, B. P. and Finno, R. J. (1983): "Measured soil response to EPB shield tunneling," ASCE J. of Geotech. Engrg., Vol. 109, No. 2, pp 131-149.
    • (1983) ASCE J. of Geotech. Engrg. , vol.109 , Issue.2 , pp. 131-149
    • Clough, G.W.1    Sweeney, B.P.2    Finno, R.J.3
  • 4
    • 0001427362 scopus 로고
    • Displacements around soft ground tunnels
    • Buenos Aires, Argentina
    • Cording, E. J. and Hansmire, W. H. (1975): "Displacements around soft ground tunnels," General Report, 5th Pan. Conf. on SMFE, Buenos Aires, Argentina, Vol. IV, pp. 571-633.
    • (1975) General Report, 5th Pan. Conf. on SMFE , vol.4 , pp. 571-633
    • Cording, E.J.1    Hansmire, W.H.2
  • 5
    • 0025920509 scopus 로고
    • An analysis of three-dimensional ground movements: The Thunder Bay tunnel
    • Lee, K. M. and Rowe, R. K. (1991): "An analysis of three-dimensional ground movements: the Thunder Bay tunnel," Can. Geotech. J., Vol. 28, pp. 25-41.
    • (1991) Can. Geotech. J. , vol.28 , pp. 25-41
    • Lee, K.M.1    Rowe, R.K.2
  • 6
    • 0027010176 scopus 로고
    • Subsidence owing to tunneling. Part I - Estimating the gap parameter
    • Lee, K. M., Rowe, R. K. and Lo, K. Y. (1992): "Subsidence owing to tunneling. Part I - Estimating the gap parameter," Can. Geotech. J., Vol. 29, pp. 929-940.
    • (1992) Can. Geotech. J. , vol.29 , pp. 929-940
    • Lee, K.M.1    Rowe, R.K.2    Lo, K.Y.3
  • 8
    • 0019019883 scopus 로고
    • Deformations and pore pressures in the vicinity of a precast, concrete-lined tunnel in clay
    • Palmer, J. H. L. and Belshaw, D. J. (1980): "Deformations and pore pressures in the vicinity of a precast, concrete-lined tunnel in clay," Can. Geotech. J., Vol. 17, pp. 174-184.
    • (1980) Can. Geotech. J. , vol.17 , pp. 174-184
    • Palmer, J.H.L.1    Belshaw, D.J.2
  • 9
    • 0027009883 scopus 로고
    • Pore pressures around tunnels in clay
    • Samarasekera, L. and Eisenstein, Z. (1992): "Pore pressures around tunnels in clay," Can. Geotech. J., Vol. 29, pp. 819-831.
    • (1992) Can. Geotech. J. , vol.29 , pp. 819-831
    • Samarasekera, L.1    Eisenstein, Z.2
  • 10
    • 0027790122 scopus 로고
    • Observed and calculated pore pressures and deformations induced by an earth balance shield
    • Yi, X., Rowe, R. K. and Lee, K. M. (1993): "Observed and calculated pore pressures and deformations induced by an earth balance shield," Can. Geotech. J., Vol. 30, pp. 476-490.
    • (1993) Can. Geotech. J. , vol.30 , pp. 476-490
    • Yi, X.1    Rowe, R.K.2    Lee, K.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.