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Volumn 38, Issue 1, 1998, Pages 207-219

A new design procedure for driven piles and its application to two japanese clays

Author keywords

Case history; Clays; Design; Friction; Full scale tests; Piles (IGC: E4)

Indexed keywords


EID: 4844223425     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.207     Document Type: Article
Times cited : (14)

References (36)
  • 1
    • 3743152390 scopus 로고
    • Geotechnical properties of marine clays in Osaka Bay
    • PHRI, Yokosuka, Japan
    • Akai, K., Nakaseko, K., Matsui, T., Kamon, M., Tanaka, Y. and Suwa, S. (1991): "Geotechnical properties of marine clays in Osaka Bay," Proc. Geo-coast '91. Vol. 1, PHRI, Yokosuka, Japan, pp. 5-11.
    • (1991) Proc. Geo-coast '91. , vol.1 , pp. 5-11
    • Akai, K.1    Nakaseko, K.2    Matsui, T.3    Kamon, M.4    Tanaka, Y.5    Suwa, S.6
  • 2
    • 85034169967 scopus 로고
    • Planning, design and construction of fixed offshore platforms
    • American Petroleum Institute
    • API (1993): "Planning, design and construction of fixed offshore platforms," RP2A, 20th Edition, American Petroleum Institute.
    • (1993) RP2A, 20th Edition
  • 3
    • 0022866504 scopus 로고
    • Undrained deep penetration, I; Shear stresses. Undrained deep penetration, II; Pore pressures
    • Baligh, M. M. (1986): "Undrained deep penetration, I; Shear stresses. Undrained deep penetration, II; Pore pressures," Géotechnique, Vol. 36, No. 4, pp. 471-502.
    • (1986) Géotechnique , vol.36 , Issue.4 , pp. 471-502
    • Baligh, M.M.1
  • 5
    • 32544455748 scopus 로고
    • Research on the behaviour of displacement piles in an overconsolidated clay
    • Dept. of Energy, HMSO, London
    • Bond, A. J. and Jardine, R. J. (1990): "Research on the behaviour of displacement piles in an overconsolidated clay," Offshore Technology Report OTH 89 296, Dept. of Energy, HMSO, London.
    • (1990) Offshore Technology Report , vol.OTH 89 296
    • Bond, A.J.1    Jardine, R.J.2
  • 6
    • 0026359070 scopus 로고
    • Effects of installing displacement piles in high OCR clay
    • Bond, A. J. and Jardine, R. J. (1991): "Effects of installing displacement piles in high OCR clay," Géotechnique, Vol. 41, No. 3, pp. 341-363.
    • (1991) Géotechnique , vol.41 , Issue.3 , pp. 341-363
    • Bond, A.J.1    Jardine, R.J.2
  • 7
    • 0026408319 scopus 로고
    • The design and performance of the Imperial College instrumented pile
    • Am. Soc. for Testing Materials
    • Bond, A. J., Jardine, R. J. and Dalton, J. C. P. (1991): "The design and performance of the Imperial College instrumented pile," Am. Soc. for Testing Materials, Geotech. Testing J., Vol. 14, No. 4, pp. 413-424.
    • (1991) Geotech. Testing J. , vol.14 , Issue.4 , pp. 413-424
    • Bond, A.J.1    Jardine, R.J.2    Dalton, J.C.P.3
  • 8
    • 0028974911 scopus 로고
    • Shaft capacity of displacement piles a high OCR clay
    • Bond, A. J. and Jardine, R. J. (1995): "Shaft capacity of displacement piles a high OCR clay," Géotechnique, Vol. 45, No. 1, pp. 3-23.
    • (1995) Géotechnique , vol.45 , Issue.1 , pp. 3-23
    • Bond, A.J.1    Jardine, R.J.2
  • 9
    • 0024082772 scopus 로고
    • Measured and Predicted Axial Response of 98 Piles
    • Briaud, J. L. and Tucker, L. M. (1988): "Measured and Predicted Axial Response of 98 Piles," ASCE J. Geotech. Engrg, Vol. 114, No. 9, pp. 984-1001.
    • (1988) ASCE J. Geotech. Engrg , vol.114 , Issue.9 , pp. 984-1001
    • Briaud, J.L.1    Tucker, L.M.2
  • 11
    • 0029415534 scopus 로고
    • Field measurements of stress interactions between displacement piles in sand
    • Chow, F. C. (1995): "Field measurements of stress interactions between displacement piles in sand," Ground Engrg, Vol. 28, No. 6, pp. 36-40.
    • (1995) Ground Engrg , vol.28 , Issue.6 , pp. 36-40
    • Chow, F.C.1
  • 12
    • 0030311897 scopus 로고    scopus 로고
    • The effects of time on the capacity of pipe piles in dense marine sand
    • Houston, OTC 7972
    • Chow, F. C., Jardine, R. J., Brucy, F. and Nauroy, J. F. (1996): "The effects of time on the capacity of pipe piles in dense marine sand," Proc. 28th Offshore Technol. Conf., Houston, OTC 7972, pp. 147-160.
    • (1996) Proc. 28th Offshore Technol. Conf. , pp. 147-160
    • Chow, F.C.1    Jardine, R.J.2    Brucy, F.3    Nauroy, J.F.4
  • 14
    • 3743087236 scopus 로고    scopus 로고
    • Applying the new Imperial College pile design methods to large open ended piles in clay and sand
    • Delft, July 1997. Pergamon Press (UK)
    • Chow, F. C. and Jardine, R. J., (1997): "Applying the new Imperial College pile design methods to large open ended piles in clay and sand," Int. Conf. on Behaviour of Offshore Structures, Delft, July 1997. Pergamon Press (UK) pp. 109-124.
    • (1997) Int. Conf. on Behaviour of Offshore Structures , pp. 109-124
    • Chow, F.C.1    Jardine, R.J.2
  • 15
    • 0032031665 scopus 로고    scopus 로고
    • The effects of time on the capacity of pipe piles in dense marine sand
    • ASCE
    • Chow, F. C., Jardine, R. J., Brucy, F. and Nauroy, J. F. (1998): "The effects of time on the capacity of pipe piles in dense marine sand," J. Geotech. Engng, ASCE, Vol. 124, No. 3.
    • (1998) J. Geotech. Engng , vol.124 , Issue.3
    • Chow, F.C.1    Jardine, R.J.2    Brucy, F.3    Nauroy, J.F.4
  • 16
    • 0002269428 scopus 로고
    • Load transfer for axially loaded piles in clay
    • ASCE
    • Coyle, H. M. and Reese, L. C. (1966): "Load transfer for axially loaded piles in clay," J. Soil Mech. & Fdns Div., ASCE, Vol. 92, SM2, pp. 1-26.
    • (1966) J. Soil Mech. & Fdns Div. , vol.92 , Issue.SM2 , pp. 1-26
    • Coyle, H.M.1    Reese, L.C.2
  • 17
    • 0027878144 scopus 로고
    • Reduction of field data and interpretation of results for axial load tests of two 762 mm diameter pipe piles in clays
    • 'Large-scale pile tests in clay. Thomas Telford, London
    • Gibbs, C. E., J. McAuley, J., Mirza, U. A. and Cox, W. R. (1993): "Reduction of field data and interpretation of results for axial load tests of two 762 mm diameter pipe piles in clays," 'Large-scale pile tests in clay.' Proc. ICE Conf. June 1992. Thomas Telford, London, pp. 285-345.
    • (1993) Proc. ICE Conf. June 1992 , pp. 285-345
    • Gibbs, C.E.1    McAuley, J.2    Mirza, U.A.3    Cox, W.R.4
  • 18
    • 0024165720 scopus 로고
    • Hutton Tension Leg Platform Foundations: An approach to the prediction of pile behaviour
    • Jardine, R. J. and Potts, D. M. (1988): "Hutton Tension Leg Platform Foundations: an approach to the prediction of pile behaviour," Géotechnique, Vol. 38, No. 2, pp. 231-252.
    • (1988) Géotechnique , vol.38 , Issue.2 , pp. 231-252
    • Jardine, R.J.1    Potts, D.M.2
  • 19
    • 84937755846 scopus 로고
    • Research into the behaviour of offshore piles: Field experiments in sand and clay
    • HMSO London
    • Jardine, R. J. and Lehane, B. M. (1993): "Research into the behaviour of offshore piles: field experiments in sand and clay," OTH Report OTH 93 401, HMSO London.
    • (1993) OTH Report , vol.OTH 93 401
    • Jardine, R.J.1    Lehane, B.M.2
  • 20
    • 0030314957 scopus 로고    scopus 로고
    • Axial capacity of offshore driven piles in dense sand
    • Houston, OTC 7973
    • Jardine, R. J. and Overy, R. F. (1996): "Axial capacity of offshore driven piles in dense sand," Proc. 28th Offshore Technol. Conf., Houston, OTC 7973, pp. 161-170.
    • (1996) Proc. 28th Offshore Technol. Conf. , pp. 161-170
    • Jardine, R.J.1    Overy, R.F.2
  • 22
    • 0032007411 scopus 로고    scopus 로고
    • Axial capacity of offshore piles in dense North Sea sands
    • ASCE
    • Jardine, R. J., Overy, R. F. and Chow, F. C. (1998): "Axial capacity of offshore piles in dense North Sea sands," J. Geotech. Engng, ASCE, Vol. 124, No. 2, pp. 171-178.
    • (1998) J. Geotech. Engng , vol.124 , Issue.2 , pp. 171-178
    • Jardine, R.J.1    Overy, R.F.2    Chow, F.C.3
  • 23
    • 0008019997 scopus 로고
    • Axial static capacity of steel model piles in overconsolidated clay
    • San Francisco
    • Kalsrud, K. and Haugen, T. (1985): "Axial static capacity of steel model piles in overconsolidated clay," Proc. 11th Int. Conf. on SMFE, San Francisco, Vol. 3, pp. 1401-1406.
    • (1985) Proc. 11th Int. Conf. on SMFE , vol.3 , pp. 1401-1406
    • Kalsrud, K.1    Haugen, T.2
  • 26
    • 0027333765 scopus 로고
    • Mechanisms of shaft friction in sand from instrumented pile tests
    • ASCE
    • Lehane, B. M., Jardine, R. J., Bond, A. J. and Frank, R. (1993): "Mechanisms of shaft friction in sand from instrumented pile tests," J. Geotech. Engrg., ASCE, Vol. 119, No. 1, pp. 19-35.
    • (1993) J. Geotech. Engrg. , vol.119 , Issue.1 , pp. 19-35
    • Lehane, B.M.1    Jardine, R.J.2    Bond, A.J.3    Frank, R.4
  • 27
    • 0028183960 scopus 로고
    • Displacement pile in glacial till
    • Lehane, B. M. and Jardine, R. J. (1994a): "Displacement pile in glacial till," Can. Geotech. J., Vol. 31, No. 1, pp. 79-90.
    • (1994) Can. Geotech. J. , vol.31 , Issue.1 , pp. 79-90
    • Lehane, B.M.1    Jardine, R.J.2
  • 28
    • 0028184054 scopus 로고
    • Displacement pile in soft marine clay
    • Lehane, B. M. and Jardine, R. J. (1994b): "Displacement pile in soft marine clay," Can. Geotech. J., Vol. 31, No. 2, pp. 181-191.
    • (1994) Can. Geotech. J. , vol.31 , Issue.2 , pp. 181-191
    • Lehane, B.M.1    Jardine, R.J.2
  • 29
    • 0348210888 scopus 로고
    • The development of shaft friction on displacement piles in clay
    • New Delhi
    • Lehane, B. M., Jardine, R. J., Bond, A. J. and Chow, F. (1994): "The development of shaft friction on displacement piles in clay," Proc. 13th ICSMFE, New Delhi, Vol. 1, pp. 473-476.
    • (1994) Proc. 13th ICSMFE , vol.1 , pp. 473-476
    • Lehane, B.M.1    Jardine, R.J.2    Bond, A.J.3    Chow, F.4
  • 30
    • 0019583266 scopus 로고
    • The drained residual strength of cohesive soils
    • Lupini, J. F., Skinner, A. E. and Vaughan, P. R. (1981): "The drained residual strength of cohesive soils," Géotechnique, Vol. 31, No. 2, pp. 181-213.
    • (1981) Géotechnique , vol.31 , Issue.2 , pp. 181-213
    • Lupini, J.F.1    Skinner, A.E.2    Vaughan, P.R.3
  • 32
    • 0029416417 scopus 로고
    • Performance of axially loaded steel pipe piles driven in soft rock
    • Matsumoto, T., Michi, Y. and Hirano, T. (1995): "Performance of axially loaded steel pipe piles driven in soft rock," ASCE J. Geotech. Engrg., Vol. 121, No. 4, pp. 305-315.
    • (1995) ASCE J. Geotech. Engrg. , vol.121 , Issue.4 , pp. 305-315
    • Matsumoto, T.1    Michi, Y.2    Hirano, T.3
  • 34
    • 84865927286 scopus 로고
    • Panel discussion," Large-scale pile tests in clay
    • Thomas Telford, London
    • Randolph, M. F. (1993): "Panel discussion," Large-scale pile tests in clay, Proc ICE Conf. June 1992, Thomas Telford, London, pp. 563-589.
    • (1993) Proc ICE Conf. June 1992 , pp. 563-589
    • Randolph, M.F.1


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