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Abstract
Steel sheet piles are often used to support excavations for bridge foundations. When they are left in place in the permanent works, they have the potential to increase foundation bearing capacity and reduce displacements; but their presence is not usually taken into account in foundation design. In this article, the results of finite element analysis of a typical abutment foundation, with and without cover of sheet piles, are presented to demonstrate these effects. The structure described is located over the Wieceminka river in the town of Kolobrzeg, Poland. It is a single-span road bridge with reinforced concrete slab.
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- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/sgem-2016-0020
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- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Studia Geotechnica et Mechanica
no. 38,
edition 2,
pages 61 - 70,
ISSN: 0137-6365 - Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Wymysłowski M., Kurałowicz Z.: Study of displacements of a bridge abutment using FEM// Studia Geotechnica et Mechanica. -Vol. 38., iss. 2 (2016), s.61-70
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/sgem-2016-0020
- Verified by:
- Gdańsk University of Technology
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