Abutment

This article is about physical structures. For the mathematical concept, see Spectral sequence. For property law, see Abutter. For dental structures, see Abutment (dentistry).
The superstructure of Kurobe Dam in Japan rests on opposing concrete abutments
Abutment for a large steel arch bridge
Brick abutment supporting disused tramway over the Yass River in Yass, New South Wales
Cream-colored concrete abutment gives vertical support to both the small iron rail bridge and earthen fill of the bridge approach embankment at Old Town Station Staten Island Railway - Staten Island, New York

An abutment is the substructure at the ends of a bridge span or dam supporting its superstructure.[1] Single-span bridges have abutments at each end that provide vertical and lateral support for the span, as well as acting as retaining walls to resist lateral movement of the earthen fill of the bridge approach. Multi-span bridges require piers to support ends of spans unsupported by abutments.[2] Dam abutments are generally the sides of a valley or gorge, but may be artificial in order to support arch dams such as Kurobe Dam in Japan.[1][3]

The civil engineering term may also refer to the structure supporting one side of an arch,[4] or masonry used to resist the lateral forces of a vault.[5] The impost or abacus of a column in classical architecture may also serve as an abutment to an arch.

The word derives from the verb "abut", meaning to "touch by means of a mutual border".

  1. ^ a b "Glossary - "Abutment"". U.S. Bureau of Reclamation. Archived from the original on 25 December 2007. Retrieved 24 January 2015.
  2. ^ Abbett, Robert W. (1957). American Civil Engineering Practice. Vol. III. New York: John Wiley & Sons. pp. 26–22&26–32.
  3. ^ "関西電力 黒部川第四発電所 (Kurobe Kansaidenryoku Fourth plant)" (in Japanese). Suiryoku.com. Retrieved 24 January 2015.
  4. ^ Beall, Christine (1987). Masonry Design and Detailing for Architects, Engineers and Builders. McGraw-Hill. p. 449. ISBN 0-07-004223-3.
  5. ^ Pevsner, N. (1970) Cornwall; 2nd ed. Harmondsworth: Penguin; p. 245