Effects of bridge pile bent geometry and levels of scour and P loads on bent pushover loads in extreme flood/scour events

Practice Periodical on Structural Design and Construction

Volumn 12, Issue 2, 2007, Pages 122-134

  Daniels, Joslyn ^a   Hughes, Doug ^b   Ramey, George E ^c   Hughes, Mary L ^c  

^a Blackburn and Associates   (United States)

^b PLLC   (United States)

^c AUBURN UNIVERSITY   (United States)

Author keywords

Bridge failure; Bridge loads; Bridges; Scour; Structural stability

Indexed keywords

BRIDGE FAILURE; BRIDGE LOADS; PUSHOVER LOADS; STRUCTURAL STABILITY;

FLOODS; GRAVITATION; PILES; SCOUR; STEEL PIPE; STRUCTURAL DESIGN;

HIGHWAY BRIDGES;

EID: 34247267215     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2007)12:2(122)     Document Type: Article

References (4)

1. AASHTO. (1994). LRFD bridge design specifications, 1st Ed., American Association of State Highway and Transportation Officials, Washington D.C.
2. GT STRUDL reference manual. (2002). Vol. 3, Georgia Tech. Research Corporation, Atlanta.
3. Ramey, G. E., Brown, D. A., Hughes, D., Daniels, J., and Agnew, L. (2006a). "Screening tool to assess adequacy of bridge pile bents for extreme flood/scour events." Alabama Dept. of Transportation Project 930-608 Rep., Highway Research Center, Auburn Univ., Auburn, Ala.
4. Ramey, G. E., Brown, D. A., Hughes, D., Daniels, J., and Agnew, L. (2006b). "Stability of highway bridges subject to scour - Phase II." Alabama Department of Transportation Project 930-608, Final Rep., Highway Research Center, Auburn Univ., Auburn, Ala.