Performance of a reinforced earth bridge abutment at Stirling / R A Snowdon ; M L Athorn ; C McCaul. Av: Snowdon, R AMedverkande: Athorn, M L | McCaul, 

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In the U.S., the term integral bridge usually refers to bridges with short stub-type abutments connected rigidly to the bridge deck without joints. This rigid connection 

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Abutment bridge

With traditional concrete bridge abutment and piles, significant scour can erode the soil under the concrete abutment, undermining its integrity and requiring repairs. Steel sheet piles are driven much deeper into the soil than a concrete abutment, providing significant automatic scour protection.

Figure 2-9. Flow through a bridge opening is analo- gous to flow through an orifice contraction; the flow contracts and turbulence structures develop. gral abutment bridges is related to the soil structure interaction, in particular between the transition slab and the embankment.

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A supporting wall carrying the end of a bridge or span and, generally, sustaining the pressure of the abutting earth (ID).

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Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge 

Bridge approach embankments are constructed of fill material thausually experience settlementt can over several years. This settlement may be the result of the type of embankment material or the original foundation material under the embankment.

Translational equilibrium
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Bridge abutments connect the deck, or surface of the bridge, to the ground and help support its weight both horizontally and vertically. On short bridges, one abutment is placed at either end of

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