Classification of Earth Retaining Structures

Classification of Earth Retaining Structures

Classification of Earth Retaining Structures

Earth retaining structures are engineered systems designed to support soil masses at different elevations and prevent lateral soil movement. These structures are extensively used in highways, railways, bridge abutments, basement excavations, waterfront structures, mining operations, and slope stabilization projects.

Definition: An earth retaining structure is any structure built to retain or support soil where the natural ground level changes abruptly.

Need for Earth Retaining Structures

  • Support vertical or near-vertical soil faces.
  • Prevent landslides and slope failures.
  • Facilitate deep excavations in urban areas.
  • Provide support for highways and railways.
  • Enable construction of basements and underground facilities.
  • Protect adjacent structures from soil movement.

Classification of Earth Retaining Structures

According to O'Rourke and Jones (1990), earth retaining structures can be broadly classified into:

  1. Externally Stabilized Retaining Structures
  2. Internally Stabilized Retaining Structures

1. Externally Stabilized Retaining Structures

These retaining systems resist earth pressure primarily through their own weight, structural rigidity, external supports, anchors, or bracing systems.

A. In-Situ Walls

In-situ walls are constructed directly in the ground and are commonly used for excavation support.

1. Structural Walls (Cut Walls)

  • Sheet Pile Walls
  • Soldier Pile and Lagging Walls
  • Cast-in-Situ Walls
  • Slurry Walls
  • Bored Pile Walls
    • Contiguous Pile Walls
    • Tangent Pile Walls
    • Secant Pile Walls
    • Non-Contiguous Pile Walls

Sheet Pile Walls

Sheet piles are thin interlocking steel, vinyl, or concrete sections driven into the ground to create a continuous barrier. They are widely used in waterfront structures and temporary excavation support.

Soldier Pile and Lagging Walls

These walls consist of vertical steel H-piles installed at intervals and horizontal lagging placed between them as excavation progresses.

Slurry Walls

Slurry walls are deep reinforced concrete walls constructed in trenches stabilized with bentonite slurry. They provide excellent groundwater cutoff and structural support.

Bored Pile Walls

Bored pile walls consist of reinforced concrete piles installed close together to retain soil.

Type Description
Contiguous Pile Wall Piles are placed close together with small gaps.
Tangent Pile Wall Adjacent piles touch each other.
Secant Pile Wall Overlapping piles provide water-tight construction.
Non-Contiguous Pile Wall Piles are spaced apart and used in stable soils.

2. Chemical Walls (Cut Walls)

Ground improvement techniques that increase soil strength and reduce permeability.

  • Jet Grouting
  • Deep Soil Mixing

Jet Grouting

High-pressure grout jets are used to mix and strengthen in-situ soil, creating soilcrete columns.

Deep Soil Mixing

Mechanical mixing of cementitious binders with soil produces improved ground having higher strength and stiffness.


B. Braced Excavation Systems

Bracing systems provide additional support to retaining walls during excavation.

  • Cross-Lot Bracing
  • Rakers

Cross-Lot Bracing

Horizontal struts span across an excavation to resist inward wall movement.

Rakers

Inclined compression members transfer earth pressure to the excavation base.


C. Anchored Systems

Anchors transfer retaining forces into stable soil or rock beyond the failure surface.

  • Augered Anchors
  • Belled Anchors
  • Pressure Injected Anchors

Advantages of Anchored Walls

  • Large unobstructed excavation area.
  • Reduced wall deflections.
  • Suitable for deep excavations.
  • Economical in urban environments.

D. Gravity Walls

Gravity walls resist earth pressure primarily through their own weight.

1. Cast-in-Place Concrete Gravity Walls

  • Cantilever Retaining Walls
  • Counterfort Retaining Walls
  • Buttress Retaining Walls

Cantilever Wall

The most common reinforced concrete retaining wall where the stem and base slab act as cantilever elements.

Counterfort Wall

Counterforts connect the stem and base slab, reducing bending moments for high retaining walls.

Buttress Wall

Buttresses are placed on the front side of the wall to increase stability.

2. Modular Gravity Walls

  • Masonry Walls
  • Crib Walls
  • Bin Walls
  • Gabion Walls
  • Concrete Modular Block Walls

Gabion Walls

Gabions are wire mesh baskets filled with rocks. They provide flexibility, drainage, and erosion control.


2. Internally Stabilized Retaining Structures

Internally stabilized systems improve the strength of the retained soil mass by introducing reinforcing elements within the soil itself.

A. Mechanically Stabilized Earth (MSE) Walls

MSE walls are among the most widely used retaining systems in modern infrastructure projects.

Components of MSE Walls

  • Facing Panels
  • Reinforcing Strips
  • Geogrids
  • Geotextiles
  • Selected Backfill Material

Types

  • Metallic Reinforcement Systems
  • Polymeric Reinforcement Systems
  • Anchored Earth Systems
  • Reinforced Soil Slopes
Key Advantage: MSE walls can accommodate differential settlement better than rigid concrete walls.

B. In-Situ Reinforced Walls

These systems reinforce the existing soil mass without removing and replacing it.

1. Soil Nailing

Soil nailing involves installing passive steel bars into a soil slope or excavation face and covering the surface with shotcrete.

Applications

  • Road widening projects
  • Deep excavations
  • Slope stabilization
  • Tunnel portals

2. Reticulated Micro-Pile Walls

A network of closely spaced micro-piles forms a reinforced soil-retaining system suitable for unstable slopes.


Hybrid Retaining Walls

Hybrid walls combine characteristics of gravity walls and mechanically stabilized earth systems.

Examples

  • Tailed Segmental Walls
  • Low Density Fill Walls

These systems provide enhanced stability while reducing construction costs and material requirements.


Comparison of Major Retaining Systems

Retaining System Main Resistance Mechanism Typical Use
Sheet Pile Wall Flexural Resistance Waterfront and Temporary Excavations
Soldier Pile Wall Structural Support Urban Excavations
Slurry Wall Rigid Concrete Barrier Deep Basements
Gravity Wall Self Weight Permanent Retaining Structures
MSE Wall Soil Reinforcement Highways and Railways
Soil Nailed Wall In-Situ Reinforcement Slope Stabilization

Advantages of Earth Retaining Structures

  • Efficient land utilization.
  • Improved slope stability.
  • Protection against erosion.
  • Support for deep excavations.
  • Enhanced safety of nearby structures.
  • Long-term infrastructure stability.

Conclusion

Earth retaining structures form an essential part of geotechnical and civil engineering practice. The selection of a suitable retaining system depends on soil conditions, groundwater level, retained height, loading conditions, available space, construction constraints, and project economics. Modern retaining solutions range from conventional gravity walls to advanced mechanically stabilized earth systems and soil nailing techniques, providing engineers with a wide range of options for safe and economical construction.

Author: Mohan Dangi
Civil Engineer | Geotechnical Engineer | Engineering Educator

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