Effects of extreme scour and soil subgrade modulus on bridge pile bent buckling

Practice Periodical on Structural Design and Construction

Volumn 12, Issue 2, 2007, Pages 96-108

  Hughes, Doug ^a   Ramey, George E ^b   Hughes, Mary L ^b  

^a PLLC   (United States)

^b AUBURN UNIVERSITY   (United States)

Author keywords

Bending; Bridges; Buckling; Piles; Scour; Structural stability

Indexed keywords

BRIDGE SUPERSTRUCTURE; CREEKS; PILE BENT BUCKLING; STRUCTURAL STABILITY;

BENDING (DEFORMATION); BUCKLING; ELASTICITY; PILES; SOILS;

SCOUR;

EID: 34247259058     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2007)12:2(96)     Document Type: Article

References (3)

1. Bowles, J. E. (1988). Foundation analysis and design, 4th Ed., McGraw-Hill, New York.
2. Granholm, H. (1929). "On the elastic stability of piles surrounded by a supporting medium." Ingeniors Vetenskaps Akademien Handlingar No. 89, Stockholm, Sweden, 1-56.
3. Hughes, D., and Ramey, G. E., (2005). "Bridge bent P-Δ curves in transverse direction using FB-Pier and GTSTRUDL pushover analysis procedures." Alabama Department of Transportation Project No. 930-608, Interim Rep.