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Volumn , Issue 1663, 1999, Pages 33-40

Prediction of pile setup in clay

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PORE PRESSURE; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRESS ANALYSIS;

EID: 0033326441     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1663-05     Document Type: Article
Times cited : (28)

References (28)
  • 1
    • 85058839466 scopus 로고
    • Initial development of a general effective stress method for the prediction of axial capacity of driven piles in clay
    • Houston, Tex.
    • Esrig, M. I., R. C. Kirby, R. G. Bea, and B. S. Murphy. Initial Development of a General Effective Stress Method for the Prediction of Axial Capacity of Driven Piles in Clay. Proc., 9th Offshore Technology Conference, Houston, Tex., 1977, pp. 495-506.
    • (1977) Proc., 9th Offshore Technology Conference , pp. 495-506
    • Esrig, M.I.1    Kirby, R.C.2    Bea, R.G.3    Murphy, B.S.4
  • 2
    • 0018738465 scopus 로고
    • Driven piles in clay: Effects of installation and subsequent consolidation
    • Randolph, M. F., J. P. Carter, and C. P. Wroth. Driven Piles in Clay: Effects of Installation and Subsequent Consolidation. Géotechnique, Vol. 29, No. 4, 1979, pp. 361-393.
    • (1979) Géotechnique , vol.29 , Issue.4 , pp. 361-393
    • Randolph, M.F.1    Carter, J.P.2    Wroth, C.P.3
  • 4
    • 0001519372 scopus 로고
    • Assessment of an effective stress analysis for predicting the performance of driven piles in clays
    • Society for Underwater Technology, London
    • Whittle, A. J. Assessment of an Effective Stress Analysis for Predicting the Performance of Driven Piles in Clays. Offshore Site Investigation and Foundation Behaviour, Society for Underwater Technology, London, Vol. 28, 1992, pp. 607-643.
    • (1992) Offshore Site Investigation and Foundation Behaviour , vol.28 , pp. 607-643
    • Whittle, A.J.1
  • 6
    • 0028183942 scopus 로고
    • Formulation of the MIT-E3 constitutive model for overconsolidated clays
    • Whittle, A. J., and M. J. Kavvadas. Formulation of the MIT-E3 Constitutive Model for Overconsolidated Clays. Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 1, 1994, pp. 173-199.
    • (1994) Journal of Geotechnical Engineering, ASCE , vol.120 , Issue.1 , pp. 173-199
    • Whittle, A.J.1    Kavvadas, M.J.2
  • 7
    • 0023843211 scopus 로고
    • Field measurements on model pile in two clay deposits
    • Azzouz, A. S., and M. J. Morrison. Field Measurements on Model Pile in Two Clay Deposits. Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 1, 1988, pp. 104-121.
    • (1988) Journal of Geotechnical Engineering, ASCE , vol.114 , Issue.1 , pp. 104-121
    • Azzouz, A.S.1    Morrison, M.J.2
  • 9
    • 0342416979 scopus 로고
    • Interpretation of pile load tests at the Haga site
    • Whittle, A. J. Interpretation of Pile Load Tests at the Haga Site. Proc., OMAE 1991, Stavangar, Vol. 4, 1991, pp. 267-275.
    • (1991) Proc., OMAE 1991, Stavangar , vol.4 , pp. 267-275
    • Whittle, A.J.1
  • 10
    • 0026408319 scopus 로고
    • Design and performance of the imperial college instrumented pile
    • Bond, A. J., R. J. Jardine, and C. P. Dalton. Design and Performance of the Imperial College Instrumented Pile. ASTM Geotechnical Testing Journal, Vol. 14, No. 4, 1992, pp. 413-425.
    • (1992) ASTM Geotechnical Testing Journal , vol.14 , Issue.4 , pp. 413-425
    • Bond, A.J.1    Jardine, R.J.2    Dalton, C.P.3
  • 11
    • 0028184054 scopus 로고
    • Displacement-pile behavior in a soft marine clay
    • Lehane, B. M., and R. J. Jardine. Displacement-Pile Behavior in a Soft Marine Clay. Canadian Geotechnical Journal, Vol. 31, 1994, pp. 181-191.
    • (1994) Canadian Geotechnical Journal , vol.31 , pp. 181-191
    • Lehane, B.M.1    Jardine, R.J.2
  • 14
    • 0009053713 scopus 로고
    • Analytical interpretation of dilatometer penetration through saturated cohesive soils
    • Discussion of Paper by R. Finno
    • Whittle, A. J. Analytical Interpretation of Dilatometer Penetration Through Saturated Cohesive Soils. Discussion of Paper by R. Finno. Géotechnique, Vol. 44, No. 3, 1994, pp. 545-551.
    • (1994) Géotechnique , vol.44 , Issue.3 , pp. 545-551
    • Whittle, A.J.1
  • 16
    • 0016079672 scopus 로고
    • New design procedure for stability of soft clays
    • Ladd, C. C., and R. Foott. New Design Procedure for Stability of Soft Clays. Journal of Geotechnical Engineering, ASCE, Vol. 100, No. 7, 1974, pp. 763-786.
    • (1974) Journal of Geotechnical Engineering, ASCE , vol.100 , Issue.7 , pp. 763-786
    • Ladd, C.C.1    Foott, R.2
  • 19
    • 0343722103 scopus 로고
    • Bothkennar soft clay test site
    • 8th Géotechnique Symposium in Print
    • Bothkennar Soft Clay Test Site. 8th Géotechnique Symposium in Print. Géotechnique, Vol. 41, No. 2, 1992.
    • (1992) Géotechnique , vol.41 , Issue.2
  • 21
    • 0027007902 scopus 로고
    • Characterization of the Bothkennar clay: An overview
    • Hight, D. W., A. J. Bond, and J. D. Legge. Characterization of the Bothkennar Clay: An Overview. Géotechnique, Vol. 41, No. 2, 1992, pp. 303-349.
    • (1992) Géotechnique , vol.41 , Issue.2 , pp. 303-349
    • Hight, D.W.1    Bond, A.J.2    Legge, J.D.3
  • 24
    • 0022703036 scopus 로고
    • Shaft behaviour of a model pile in plastic empire clays
    • Azzouz, A. S., and D. G. Lutz. Shaft Behaviour of a Model Pile in Plastic Empire Clays. Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 4, 1986, pp. 389-406.
    • (1986) Journal of Geotechnical Engineering, ASCE , vol.112 , Issue.4 , pp. 389-406
    • Azzouz, A.S.1    Lutz, D.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.