Limit states design applied to bridge abutment walls
Abstract
This paper discusses the concept of applying the ultimate limit states (mainly instability against sliding, bearing capacity and overturning) and the serviceability limit states (mainly total and differential movements) analyses to the desin of bridge abutments founded on spread footings. This concept of applying reduced strength parameters and factored loads in geotechnical engineering is incorporated in design codes in Canada. A typical example for a bridge abutment founded on spread footings is given in this paper, and the predicted performance is compared to the actual behaviour of the structure.
Fields of Study & Subjects
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Soil Mechanics
Geotechnical Engineering and Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 271–277
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter