The Essentials of Retaining Wall Design

Key Highlights 

• Purpose: To restrain soil at a steeper slope than it would naturally take, creating usable level ground for infrastructure or landscaping.
• Primary Forces: Design must account for lateral earth pressure, surcharge loads (like vehicles or buildings above), and hydrostatic (water) pressure.
• Stability Modes: Walls are checked for four primary failure modes: sliding, overturning, bearing capacity failure, and deep-seated global stability.
• Drainage is Mandatory: More retaining walls fail due to poor drainage than due to structural under-design.

Retaining wall design is the process of creating a structure that resists the lateral pressure of soil or liquid when there is a desired change in ground elevation that exceeds the material's natural angle of repose.

To design a retaining wall effectively, an engineer must balance the active earth pressure (the force pushing against the wall) with the structure's own weight or structural resistance, while ensuring the foundation can handle the vertical loads and resist sliding.

Successful design hinges on three pillars: structural integrity, geotechnical stability, and, most importantly, hydrostatic pressure management through proper drainage.

A Step-by-Step Workflow On How to Design a Retaining Wall

Designing a retaining wall is a multi-disciplinary task involving both structural and geotechnical analysis. Here is the standard professional workflow:

1. Geotechnical Investigation

Before a single line is drawn, you must understand the "fill" (the soil being retained) and the "foundation" (the soil supporting the wall). You need the soil's unit weight, the angle of internal friction, and the allowable bearing capacity.

2. Select the Wall Type

The height of the retainage usually dictates the wall type.

3. Calculate Lateral Earth Pressures

You must determine the pressure distribution. Generally, this is a triangular distribution where pressure increases with depth. Don't forget to add rectangular pressure distributions for any surcharge loads located at the top of the wall.

4. Check Stability (The "Big Three")

• Overturning: Ensure the factor of safety (FS) against toppling (usually 1.5 or greater) is met by comparing the stabilizing moments (wall weight) against the overturning moments (soil pressure).
• Sliding: The friction at the base of the wall must resist the lateral push. If the FS (typically 1.5) isn't met, you may need a "shear key."
• Bearing Capacity: Ensure the pressure at the toe of the wall does not exceed the soil's allowable bearing capacity to prevent "toe-heavy" settlement.

5. Structural Detailing

Once the footprint is stable, design the actual concrete or masonry. This involves calculating the reinforcement steel required to handle the bending moments at the base of the stem (the "heel" and "toe"). For a deep dive into the modeling process, see our guide on Wall Footings - Modeling.

Advanced Engineering Considerations

Designing a wall that survives the real world requires moving beyond basic hydrostatic and soil weight calculations. To produce a professional-grade submittal, structural engineers must evaluate how the wall interacts with the soil mass under specific mechanical constraints.

1. Active vs. At-Rest Soil Pressure

The magnitude of lateral pressure depends entirely on the wall's stiffness and its ability to yield. Selecting the wrong coefficient can lead to either an under-designed failure or an unnecessarily expensive over-design.

• Active Pressure: Used if the wall is flexible enough to tilt or move slightly away from the backfill, allowing the soil to develop its full shear strength.
• At-Rest Pressure: Mandatory for rigid or top-restrained structures (like basement walls or bridge abutments) where the wall cannot move enough to reduce the lateral push.

2. Seismic and Dynamic Surcharge

In high-seismic regions, a static analysis is insufficient. Engineers must account for the dynamic increase in lateral earth pressure (typically using the Mononobe-Okabe method) to ensure the wall doesn't "walk" or tip during ground acceleration.

Additionally, any "surcharge" at the top (such as parked vehicles or building footings) adds a rectangular pressure distribution that must be superimposed onto the standard triangular soil load.

3. Critical Load Combinations

Practicing engineers must evaluate the wall under multiple factored load combinations (ASCE 7). The most dangerous scenario is often the Minimum Gravity / Maximum Lateral case, where the stabilizing weight of the concrete is at its lowest while the overturning forces from soil, water, or seismic loads are at their peak.

Common Types of Retaining Walls

Gravity Retaining Walls

These rely purely on their massive self-weight to resist the soil's push. They are typically made of mass concrete, stone masonry, or large precast blocks.

• Pros: They are conceptually simple and don't require complex internal steel reinforcement or specialized tension-resistant materials. They are incredibly durable and highly resistant to environmental wear.
• Cons: Because they rely on mass, they become incredibly bulky as height increases. They require a large footprint, making them poor choices for tight property lines, and can be expensive due to the sheer volume of material needed for taller spans.
• Common Use: Landscape walls under 4 feet, historic stone masonry, and residential garden terracing.

Cantilever Retaining Walls

The most common type in modern construction. It features a thin "stem" and a base slab (heel and toe). The weight of the soil sitting on the "heel" actually helps hold the wall down, providing stability.

• Pros: Highly material-efficient, using significantly less concrete than a gravity wall to achieve the same height. They can handle much higher spans (up to 20–25 feet) with the right engineering.
• Cons: Construction is labor-intensive. It requires precise placement of steel reinforcement (rebar) to handle bending moments and complex formwork for the concrete pour.
• Special Cases: When space is tight, a battered retaining wall design can offer a more aesthetic or structurally advantageous profile.

Embedded (Sheet Pile) Walls

These are driven deep into the ground, using the passive pressure of the soil in front of the wall to stay upright.

• Pros: They require a very small footprint and can be installed without extensive excavation (which is critical in urban areas or near existing buildings).
• Cons: Installation requires heavy machinery (vibratory hammers or pile drivers). They are generally limited to softer soils where piles can actually be driven, and they can be susceptible to corrosion if made of steel.
• Common Use: Waterfront bulkheads, temporary shoring for deep excavations, and bridge abutments in restricted spaces.

Reinforced Soil (MSE) Walls

These use layers of geogrids to "tie" the soil back into a stable mass. The "wall" you see is often just a thin facing of blocks or panels.

• Pros: These are the kings of height. They are incredibly cost-effective for massive vertical spans and can tolerate significantly more differential settlement than rigid concrete walls.
• Cons: They require a massive amount of space behind the wall for the geogrid "tails" to extend into the backfill. You cannot easily build an MSE wall if you don't have the right to excavate deep into the property behind the wall face.
• Common Use: Massive highway embankments, railway overpasses, and large-scale tiered commercial developments.
  

Why Retaining Walls Fail & The Role of Water

If you ask a forensic engineer why a wall collapsed, the answer is almost always water. When soil becomes saturated, several things happen:

1. Increased Weight: The unit weight of the backfill increases significantly.
2. Hydrostatic Pressure: Water exerts its own lateral pressure, which is often higher than the soil pressure itself.
3. Reduced Friction: Water "lubricates" the plane between the base of the wall and the soil, drastically reducing sliding resistance.

Proper Drainage Design

To combat this, your design should include:

• Weep Holes: Small openings in the wall face to allow water to escape.
• Perforated Drain Pipes: Located at the heel of the wall to collect and divert water.
• Granular Backfill: Using gravel or crushed stone directly behind the wall to ensure water reaches the drains quickly rather than sitting against the structure.
  

How RISA Can Help?

For a practical look at how these designs come together in a digital environment, check out these resources:

• RISA-3D & RISAFoundation: Learn the workflow for Designing Retaining Walls in RISAFoundation.
• Quick Calculations: For smaller projects or quick checks, see RISACalc Retaining Wall Design.

Don't just read about retaining wall design; experience it. Sign up for a 10-day free trial and see how RISA simplifies complex loading and seismic requirements with our intuitive design suite.