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Volumn 119, Issue 1, 1993, Pages 19-35

Mechanisms of shaft friction in sand from instrumented pile tests

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; ENGINEERING GEOLOGY; PILE DRIVING; SHEAR STRESS; SOIL STRUCTURE INTERACTIONS; SOIL TESTING;

EID: 0027333765     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1993)119:1(19)     Document Type: Article
Times cited : (330)

References (20)
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  • 2
    • 0026408319 scopus 로고
    • The design and performance of the Imperial College Instrumented Pile
    • Bond, A. J., Jardine, R. J., and Dalton, J. C. P. (1991). “The design and performance of the Imperial College Instrumented Pile.” Geotech. Test. J., 14(4), 413–424.
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    • Bond, A.J.1    Jardine, R.J.2    Dalton, J.C.P.3
  • 3
    • 0005435487 scopus 로고
    • Physical and numerical simulation of lateral shaft friction along offshore piles in sand
    • Editions Techrig, Paris, France
    • Boulon, M., and Foray, P. (1986). “Physical and numerical simulation of lateral shaft friction along offshore piles in sand.” Proc., 3rd Int. Conf. on Num. Methods in Offshore Piling, Editions Techrig, Paris, France, 127–148.
    • (1986) Proc., 3rd Int. Conf. on Num. Methods in Offshore Piling , pp. 127-148
    • Boulon, M.1    Foray, P.2
  • 4
    • 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.” J. Geotech. Engrg., ASCE, 114(9), 984–1001.
    • (1988) J. Geotech. Engrg., ASCE , vol.114 , Issue.9 , pp. 984-1001
    • Briaud, J.L.1    Tucker, L.M.2
  • 7
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    • Approximation formulae for piles under tension
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    • Hettler, A. (1982). “Approximation formulae for piles under tension.” Proc., Conf. on Deformation and Failure of Granular Materials, Int. Union of Theoretical and Appl. Mech. (IUTAM), 603–608.
    • (1982) Proc., Conf. on Deformation and Failure of Granular Materials , pp. 603-608
    • Hettler, A.1
  • 9
    • 0002415798 scopus 로고
    • Sea level changes during the last 10,000 years
    • Royal Meteriological Soc., London, England
    • Jelgersma, S. (1966). “Sea level changes during the last 10,000 years.” Proc., Int. Symp., Royal Meteriological Soc., London, England, 54–71.
    • (1966) Proc., Int. Symp. , pp. 54-71
    • Jelgersma, S.1
  • 10
    • 0026108880 scopus 로고
    • Performance of axially loaded pipe piles in sand
    • Kraft, L. M. (1991). “Performance of axially loaded pipe piles in sand.” J. Geotech. Engrg., ASCE, 117(2), 272–296.
    • (1991) J. Geotech. Engrg., ASCE , vol.117 , Issue.2 , pp. 272-296
    • Kraft, L.M.1
  • 13
    • 0020905928 scopus 로고
    • Interpretation of cone penetrometer data for offshore sands
    • Richardson, Tex
    • Lunne, T., and Christoffersen, H. (1983). “Interpretation of cone penetrometer data for offshore sands.” Proc., 15th Offshore Tech. Conf., Richardson, Tex., 181–192.
    • (1983) Proc., 15th Offshore Tech. Conf. , pp. 181-192
    • Lunne, T.1    Christoffersen, H.2
  • 14
    • 0020292589 scopus 로고
    • The shaft resistance of axially loaded piles in clay
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    • Potts, D. M., and Martins, J. P. (1982). “The shaft resistance of axially loaded piles in clay.” Geotechnique, London, England, 32(4), 369–386.
    • (1982) Geotechnique , vol.32 , Issue.4 , pp. 369-386
    • Potts, D.M.1    Martins, J.P.2
  • 15
    • 0008463730 scopus 로고
    • Effect of shape and volume on the capacity of model piles in sand
    • Robinsky, E. I., Sagar, W. L., and Morrison, C. F. (1964). “Effect of shape and volume on the capacity of model piles in sand.” Can. Geotech. J., 1(2), 189–204.
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  • 16
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  • 17
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    • Toolan, F.E.1    Lings, M.L.2    Mirza, U.A.3
  • 18
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  • 19
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.