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Volumn 26, Issue 7, 2004, Pages 949-962

Performance of abutment-backfill system under thermal variations in integral bridges built on clay

Author keywords

Abutment; Backfill; Clay; H pile; Inelastic behavior; Integral bridge; Thermal effects

Indexed keywords

BENDING STRENGTH; CLAY; MODEL STRUCTURES; SOILS; STRUCTURAL ANALYSIS;

EID: 2442451519     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.02.014     Document Type: Article
Times cited : (28)

References (19)
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    • Lehane B.M. Keogh D.L. O'Brien E.J. Simplified elastic model for restraining effects of backfill soil on integral bridges Computers and Structures 73 1999 303-313
    • (1999) Computers and Structures , vol.73 , pp. 303-313
    • Lehane, B.M.1    Keogh, D.L.2    O'Brien, E.J.3
  • 2
    • 0344530539 scopus 로고    scopus 로고
    • Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments
    • Dicleli M. Albhaisi S.M. Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments Journal of Constructional Steel Research 60 2 2004 161-182
    • (2004) Journal of Constructional Steel Research , vol.60 , Issue.2 , pp. 161-182
    • Dicleli, M.1    Albhaisi, S.M.2
  • 6
    • 0003510447 scopus 로고    scopus 로고
    • Washington, DC, USA: AASHTO, American Association of State Highway Transportation Officials, 2nd ed
    • American Association of State Highway Transportation Officials AASHTO LRFD Bridge Design Specifications 2nd ed. 1998 AASHTO Washington, DC, USA
    • (1998) AASHTO LRFD Bridge Design Specifications
  • 7
    • 0343287458 scopus 로고    scopus 로고
    • Report SO-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada
    • Husain I, Bagnariol D. Integral-abutment bridges, Report SO-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada, 1996.
    • (1996) Integral-abutment Bridges
    • Husain, I.1    Bagnariol, D.2
  • 8
    • 0034156554 scopus 로고    scopus 로고
    • A rational design approach for prestressed-concrete-girder integral bridges
    • Dicleli M. A rational design approach for prestressed-concrete-girder integral bridges Engineering Structures 22 3 2000 230-245
    • (2000) Engineering Structures , vol.22 , Issue.3 , pp. 230-245
    • Dicleli, M.1
  • 9
    • 0344153729 scopus 로고    scopus 로고
    • Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments
    • First quarter
    • Ingram E.E. Burdette E.G. Goodpasture D.W. Deatherage J.H. Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments Engineering Journal First quarter 2003 50-58
    • (2003) Engineering Journal , pp. 50-58
    • Ingram, E.E.1    Burdette, E.G.2    Goodpasture, D.W.3    Deatherage, J.H.4
  • 15
    • 0000998353 scopus 로고
    • Building Research Congress, Division I, London
    • Skempton A.W. The bearing capacity of claysBuilding Research Congress, Division I, Part 3, London 1951 180-189
    • (1951) The Bearing Capacity of Clays , Issue.PART 3 , pp. 180-189
    • Skempton, A.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.