CYCLIC LOADING OF SAND BEHIND INTEGRAL BRIDGE ABUTMENTS

Integral bridge abutments offer an attractive solution to designers who wish to avoid problems associated with bearings and expansion joints. However, the slow cyclic temperature induced expansion or contraction of the bridge deck will cause particle orientation in the fill behind the abutment and additional lateral loading on the wall. Designers need to understand these mechanisms and be able to quantify their effect. A combination of centrifuge model testing and numerical analysis has been used to investigate the soil structure interaction, and insight obtained has led on to proposals for the design of maintenance-free bridge abutments. (A)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/09684107
• Corporate Authors:

  TRL

  Crowthorne House, Nine Mile Ride
  Wokingham, Berkshire  United Kingdom  RG40 3GA
• Authors:
  • SPRINGMAN, S M
  • Norrish, ARM
  • Ng, CWW
• Publication Date: 1996

Language

• English

Media Info

• Features: References;
• Pagination: 69 p.
• Serial:
  • TRL REPORT 146
  • Publisher: TRL
  • ISSN: 0968-4107

Subject/Index Terms

• TRT Terms: Abutments; Bridges; Deformation; Embankments; Repeated loads; Sand; Temperature; Tests
• ITRD Terms: 3424: Abutment; 5595: Deformation; 2801: Embankment; 3468: Portal frame bridge; 5588: Repetitive loading; 4105: Sand; 6722: Temperature; 6255: Test
• Subject Areas: Bridges and other structures;

Filing Info

• Accession Number: 00726570
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD
• Created Date: Oct 28 1996 12:00AM