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What is the difference between a pier and an abutment?

Published in Bridge Engineering 6 mins read

The fundamental difference between a pier and an abutment lies in their location and primary function within a bridge structure. A pier is an intermediate support that stands between the spans of a bridge, while an abutment is a support structure located at the very ends of the bridge.

Understanding Bridge Supports

Bridges are complex engineering marvels designed to span obstacles like rivers, valleys, or roads. Their stability relies heavily on robust support structures that transfer the immense weight of the bridge deck and traffic loads to the ground. The two primary types of supports are piers and abutments, each with distinct roles.

What is a Pier?

A pier is a vertical structure positioned between spans to support the bridge deck. Piers are crucial intermediate supports in multi-span bridges, bearing the vertical loads from the superstructure (the deck and its components) and transferring them safely to the foundation below. Beyond their structural necessity, piers often serve as significant aesthetic elements, contributing to the visual design of the bridge.

Key characteristics and functions of piers include:

  • Intermediate Support: They are located within the bridge's length, dividing it into multiple spans.
  • Vertical Load Transfer: Their primary role is to transfer vertical compressive forces from the bridge deck to the substructure and foundation.
  • Resistance to Lateral Forces: Piers must also withstand lateral forces such as wind, seismic activity, water currents, and vehicle impacts.
  • Materiality: Commonly constructed from concrete (reinforced or prestressed), stone masonry, or steel.
  • Types: Piers can vary widely in shape and construction, including solid wall piers, column piers, hammerhead piers, and pile bents, chosen based on load, span length, and aesthetic requirements.

What is an Abutment?

An abutment is a horizontal support structure located at the ends of the bridge. It serves as the critical transition point, connecting the bridge deck and superstructure to the approach road embankment or natural ground. Abutments are designed to perform several vital functions beyond just support.

Key characteristics and functions of abutments include:

  • End Support: They mark the beginning and end points of the bridge's main structure.
  • Connection to Embankment: Abutments connect the bridge directly to the natural ground or an artificial embankment, facilitating vehicle access to and from the bridge.
  • Load Transfer and Retention: They transfer both vertical and horizontal loads from the bridge to the foundation. Crucially, abutments also retain the earth fill of the approach road, preventing it from collapsing into the bridge span.
  • Resistance to Earth Pressure: Abutments are designed to resist the lateral earth pressure exerted by the backfill material.
  • Materiality: Similar to piers, abutments are typically built from reinforced concrete, mass concrete, or masonry.
  • Types: Common types include gravity abutments, U-type abutments, straight-seat abutments, and counterfort abutments, each suited to different site conditions and retaining needs.

Key Differences: Pier vs. Abutment

The distinctions between piers and abutments can be summarized in the following table:

Feature Pier Abutment
Location Intermediate supports, positioned between spans. End supports, located at the beginning and end of the bridge.
Orientation Predominantly vertical structural elements. Acts as a horizontal retaining structure, and a vertical support.
Primary Function To support the bridge deck vertically and transfer loads to the foundation. To support the bridge deck, retain the earth fill of the approach road, and connect the bridge to the embankment/foundation.
Loads Handled Primarily vertical loads from the bridge deck, plus lateral forces (wind, seismic, water, impact). Vertical loads from the bridge, lateral earth pressure from backfill, and live load from approach road.
Aesthetic Role Often designed with aesthetic considerations in mind to enhance the bridge's appearance. Primarily functional, though architectural treatment can be applied.
Interaction with Soil Minimal direct interaction with earth fill, primarily interacts with foundation soil/rock. Retains significant earth fill and must be designed to withstand earth pressure.
Number Can have multiple piers in a multi-span bridge. Typically two per bridge (one at each end).

Practical Implications and Design Considerations

Understanding the specific roles of piers and abutments is crucial for bridge design, construction, and maintenance.

Load Transfer Mechanisms

  • Piers primarily handle compressive forces acting vertically downwards from the bridge deck. Their design focuses on resisting these axial loads, along with bending moments and shear forces induced by lateral loads. Efficient load transfer from the superstructure through the pier to the foundation is paramount for stability. Learn more about the principles of structural engineering that govern these designs.
  • Abutments are subjected to a more complex combination of loads. Besides supporting the vertical bridge loads, they must counteract the active earth pressure from the retained backfill. This requires a robust design that considers both vertical and horizontal forces, ensuring the stability of both the bridge and the approach embankment.

Material and Construction

Both piers and abutments are typically constructed using durable materials capable of withstanding significant loads and environmental exposure.

  • Concrete: Reinforced concrete is the most common material due to its strength, versatility, and ability to be cast into various shapes.
  • Steel: Steel is used for some pier designs, particularly in modular construction or for specific architectural expressions.
  • Masonry: Historically, stone or brick masonry was widely used, and it still finds application in certain contexts or for aesthetic purposes.
    The construction process involves careful excavation for foundations, formwork erection, concrete pouring, and curing, all while adhering to strict quality control standards. For further reading on bridge components, consult resources like Wikipedia's Bridge page.

Types and Examples

The specific type of pier or abutment chosen depends on several factors, including the bridge span length, height, site conditions, soil properties, and seismic considerations.

  • Pier Examples:
    • Column Piers: Simple, often circular or rectangular columns.
    • Wall Piers: Wider, more substantial walls, suitable for shorter spans or heavier loads.
    • Hammerhead Piers: Features a wider top section that resembles a hammer, often used when supporting multiple girders.
    • Pile Bent Piers: Consist of vertical piles driven into the ground, with a cap beam connecting them to support the deck.
  • Abutment Examples:
    • Gravity Abutments: Rely on their own weight to resist the earth pressure.
    • U-Type Abutments: Form a "U" shape in plan, with wing walls extending parallel to the roadway to retain earth.
    • Counterfort Abutments: Feature triangular projections (counterforts) on the back face to provide additional stability against earth pressure, reducing the required thickness of the main wall.
    • Stub Abutments: Shorter abutments that don't extend far below the bridge seat, often supported by piles or drilled shafts.

In conclusion, while both piers and abutments serve as vital supports for a bridge, their distinct locations—intermediate versus end—and their specific primary functions—vertical load transfer versus end support and earth retention—highlight their fundamental differences in bridge engineering.