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Volumn 130, Issue 9, 2004, Pages 935-944

Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles

Author keywords

[No Author keywords available]

Indexed keywords

CONES; ESTIMATION; FRICTION; MATERIALS TESTING; PROBABILITY; STRUCTURAL LOADS;

EID: 4444331332     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (142)

References (24)
  • 2
    • 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. Eng., 114(9), 984-1001.
    • (1988) J. Geotech. Eng. , vol.114 , Issue.9 , pp. 984-1001
    • Briaud, J.-L.1    Tucker, L.M.2
  • 3
    • 0020295653 scopus 로고
    • Pile bearing capacity predictions by means of static penetrometer CPT
    • ESOPT-II, Amsterdam, The Netherlands
    • Bustamante, M., and Gianeselli, L. (1982). "Pile bearing capacity predictions by means of static penetrometer CPT." Proc., 2nd European Symposium on Penetration Testing, ESOPT-II, Amsterdam, The Netherlands, Vol. 2, 493-500.
    • (1982) Proc., 2nd European Symposium on Penetration Testing , vol.2 , pp. 493-500
    • Bustamante, M.1    Gianeselli, L.2
  • 8
    • 0018308983 scopus 로고
    • Pile foundations for large North Sea structures
    • De Ruiter, J., and Beringen, F. L. (1979). "Pile foundations for large North Sea structures." Mar Geotech., 3(3), 267-314.
    • (1979) Mar Geotech. , vol.3 , Issue.3 , pp. 267-314
    • De Ruiter, J.1    Beringen, F.L.2
  • 10
    • 0031393089 scopus 로고    scopus 로고
    • Pile capacity by direct CPT and CPTU methods applied to 102 case histories
    • Eslami, A., and Fellenius, B. H. (1997). "Pile capacity by direct CPT and CPTU methods applied to 102 case histories." Can. Geotech. J., 34, 886-904.
    • (1997) Can. Geotech. J. , vol.34 , pp. 886-904
    • Eslami, A.1    Fellenius, B.H.2
  • 13
    • 0012328277 scopus 로고
    • CPT stress normalization and prediction of soil classification
    • Swedish Geotechnical Society, Linkoping, Sweden
    • Olsen, R. S., and Mitchell, J. K. (1995). "CPT stress normalization and prediction of soil classification." Proc., Int. Symp. on Cone Penetration Testing, CPT'95, Swedish Geotechnical Society, Linkoping, Sweden, Vol. 2, 257-262.
    • (1995) Proc., Int. Symp. on Cone Penetration Testing, CPT'95 , vol.2 , pp. 257-262
    • Olsen, R.S.1    Mitchell, J.K.2
  • 14
    • 0013022054 scopus 로고
    • Methode pratique de calcul d'un pieu isole a l'aide du penetrometre statique
    • Philipponnat, G. (1980). "Methode pratique de calcul d'un pieu isole a l'aide du penetrometre statique." Rev. Fr. Geotech., 10, 55-64.
    • (1980) Rev. Fr. Geotech. , vol.10 , pp. 55-64
    • Philipponnat, G.1
  • 15
    • 0020258472 scopus 로고
    • A comparison between cone penetration test results and the performance of small diameter instrumented piles in stiff clay
    • Amsterdam, The Netherlands
    • Price, G., and Wardle, I. F. (1982). "A comparison between cone penetration test results and the performance of small diameter instrumented piles in stiff clay," Proc., 2nd European Symp. on Penetration Testing, Amsterdam, The Netherlands, Vol. 2, 775-780.
    • (1982) Proc., 2nd European Symp. on Penetration Testing , vol.2 , pp. 775-780
    • Price, G.1    Wardle, I.F.2
  • 16
    • 0025199348 scopus 로고
    • Soil classification using the cone penetration test
    • Robertson, P. K. (1990). "Soil classification using the cone penetration test." Can. Geotech. J., 1(27), 151-158.
    • (1990) Can. Geotech. J. , vol.1 , Issue.27 , pp. 151-158
    • Robertson, P.K.1
  • 20
    • 0036979924 scopus 로고    scopus 로고
    • Implementation of CPT technology in design and analysis of driven piles
    • National Research Council, Washington, D.C
    • Titi, H. H., Abu-Farsakh, M. Y, and Morvant, M. J. (2002). "Implementation of CPT technology in design and analysis of driven piles." J. Transportation Research Record 1808, National Research Council, Washington, D.C., 168-179.
    • (2002) J. Transportation Research Record 1808 , pp. 168-179
    • Titi, H.H.1    Abu-Farsakh, M.Y.2    Morvant, M.J.3
  • 23
    • 0013037383 scopus 로고
    • Friction pile capacity prediction in cohesive soils using electric quasi-static penetration tests
    • Louisiana Department of Transportation and Development, Research and Development Section, Baton Rouge, La
    • Tumay, M. T., and Fakhroo, M. (1982). "Friction pile capacity prediction in cohesive soils using electric quasi-static penetration tests." Interim Research Rep. No. 1, Louisiana Department of Transportation and Development, Research and Development Section, Baton Rouge, La.
    • (1982) Interim Research Rep. No. 1
    • Tumay, M.T.1    Fakhroo, M.2
  • 24
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    • Statistical to fuzzy approach toward CPT soil classification
    • Zhang, Z., and Tumay, M. T. (1999). "Statistical to fuzzy approach toward CPT soil classification." J. Geotech. Geoenviron. Eng., 125(3), 179-186.
    • (1999) J. Geotech. Geoenviron. Eng. , vol.125 , Issue.3 , pp. 179-186
    • Zhang, Z.1    Tumay, M.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.