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Volumn 50, Issue 3, 2000, Pages 283-294

Centrifuge model testing of tunnelling-induced ground and pile deformations

Author keywords

Deformation; Laboratory tests; Model tests; Piles; Tunnels

Indexed keywords

ACCELERATION; PILES; SETTLEMENT OF STRUCTURES; SOIL TESTING; TUNNELING (EXCAVATION); TUNNELS; TWO DIMENSIONAL;

EID: 0034042410     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.3.283     Document Type: Article
Times cited : (307)

References (15)
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  • 2
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    • Horikoshi, K.1    Randolph, M.F.2
  • 5
    • 0032170289 scopus 로고    scopus 로고
    • Analytical prediction for tunnelling-induced ground movements in clays
    • Loganathan, N. & Poulos, H. G. (1998). Analytical prediction for tunnelling-induced ground movements in clays. J. Geotech. Engrg ASCE, 124, No. 9, 846-856.
    • (1998) J. Geotech. Engrg ASCE , vol.124 , Issue.9 , pp. 846-856
    • Loganathan, N.1    Poulos, H.G.2
  • 6
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    • Mahmoud, M (1988). Vane testing in soft clays. Ground Engng, Oct., 36-40.
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  • 8
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    • Subsurface settlement profiles above tunnels in clays
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    • (1993) Géotechnique , vol.43 , pp. 315-320
    • Mair, R.J.1    Taylor, R.N.2    Bracegirdle, A.3
  • 9
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    • Effect of tunnelling on the bearing capacity and settlement of piled foundations
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    • Morton, J. D. & King, K. H. (1979). Effect of tunnelling on the bearing capacity and settlement of piled foundations. Proc. Tunnelling '79, (ed. M. J. Jones), pp. 57-58. London: IMM.
    • (1979) Proc. Tunnelling '79 , pp. 57-58
    • Morton, J.D.1    King, K.H.2
  • 13
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    • Analysis of undrained soil deformations due to ground loss
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  • 15
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    • Surface settlements due to deformation of a tunnel in an elastic half plane
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    • Verruijt, A.1    Booker, J.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.