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Volumn , Issue , 2010, Pages 110-120

P-y based approach for buckling analysis of axially loaded piles under scoured conditions

Author keywords

[No Author keywords available]

Indexed keywords

PILE FOUNDATIONS; PILES; STIFFNESS;

EID: 84887429265     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41130(369)12     Document Type: Conference Paper
Times cited : (7)

References (10)
  • 1
    • 36248939322 scopus 로고    scopus 로고
    • AASHTO , American Association of State Highway and Transportation Officials, Washington, DC
    • AASHTO (2007). "AASHTO LRFD Bridge Design Specifications." American Association of State Highway and Transportation Officials, Washington, DC.
    • (2007) AASHTO LRFD Bridge Design Specifications
  • 2
    • 18744370750 scopus 로고    scopus 로고
    • Bridge scour and substructure deterioration: Case study
    • Avent, R. R., and Alawady, M. (2005). "Bridge scour and substructure deterioration: Case study." J Bridge Eng, 10(3), 247-254.
    • (2005) J Bridge Eng , vol.10 , Issue.3 , pp. 247-254
    • Avent, R.R.1    Alawady, M.2
  • 4
  • 5
    • 4444239170 scopus 로고    scopus 로고
    • The analytical prediction of the buckling loads of fully and partially embedded piles
    • Heelis, M. E., Pavlovic, M. N., and West, R. P. (2004). "The analytical prediction of the buckling loads of fully and partially embedded piles." Geotechnique, 54(6), 363-373.
    • (2004) Geotechnique , vol.54 , Issue.6 , pp. 363-373
    • Heelis, M.E.1    Pavlovic, M.N.2    West, R.P.3
  • 10
    • 84994475389 scopus 로고
    • Evaluation of coefficients of sub grade reaction
    • Terzaghi, K. (1955). "Evaluation of Coefficients of Sub grade Reaction." Geotechnique, 5, 297-326.
    • (1955) Geotechnique , vol.5 , pp. 297-326
    • Terzaghi, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.