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Volumn 47, Issue 4, 1997, Pages 841-856

The plugging behaviour of driven and jacked piles in sand

Author keywords

Bearing capacity; Centrifuge modelling; Footings foundation; Piles; Sands; Silts

Indexed keywords

BEARING CAPACITY; LANDSLIDES; MATHEMATICAL MODELS; PILE FOUNDATIONS; SAND; SILT; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS;

EID: 0031237746     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.4.841     Document Type: Article
Times cited : (154)

References (16)
  • 3
    • 6144239503 scopus 로고
    • Driven pipe piles in dense sand
    • Paper No. 9501
    • Byrne, B. W. (1985). Driven pipe piles in dense sand. Australian Geomechanics, No. 27, Paper No. 9501, 72-80.
    • (1985) Australian Geomechanics , Issue.27 , pp. 72-80
    • Byrne, B.W.1
  • 4
    • 0005849359 scopus 로고    scopus 로고
    • Forthcoming phD. Thesis, The University of Western Australia, Nedlands, Australia
    • de Nicola, A. (1996). Performance of pipe piles in sand. Forthcoming phD. Thesis, The University of Western Australia, Nedlands, Australia.
    • (1996) Performance of Pipe Piles in Sand
    • De Nicola, A.1
  • 11
    • 0027684682 scopus 로고
    • Behaviour of soil plugs in open-ended model piles driven into sands
    • Paik, K. and Lee, S. (1993). Behaviour of soil plugs in open-ended model piles driven into sands. Marine Georesources & Geotechnology; 11, 353-373.
    • (1993) Marine Georesources & Geotechnology , vol.11 , pp. 353-373
    • Paik, K.1    Lee, S.2
  • 14
    • 0028667480 scopus 로고
    • Design of driven piles in sand
    • Randolph, M. F., Dolwin, J. & Beck, R. (1994) Design of driven piles in sand. Geotechnique 44, No. 3, 427-448.
    • (1994) Geotechnique , vol.44 , Issue.3 , pp. 427-448
    • Randolph, M.F.1    Dolwin, J.2    Beck, R.3
  • 15
    • 0026359422 scopus 로고
    • One-dimensional analysis of soil plugs in pipe piles
    • Randolph, M. F., Leong, E. & Houlsby, G. (1991). One-dimensional analysis of soil plugs in pipe piles. Geotechnique 41, No. 4, 587-598.
    • (1991) Geotechnique , vol.41 , Issue.4 , pp. 587-598
    • Randolph, M.F.1    Leong, E.2    Houlsby, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.