Tag Archives: Types of retaining wall

MSE Retaining Walls – Components & advantages.

MSE Retaining Walls are also known as Mechanically Stabilised Earth (MSE) retaining walls. Commonly referred to as RE walls, they are a popular choice in modern construction due to their durability and cost-effectiveness. MSE retaining walls consist of layers of soil. The soil is reinforced with materials like geogrids or steel strips. This reinforcement provides essential stability against earth pressures. In this blog, we will explore the meaning of MSE walls, delve into their key components, and highlight their advantages. Additionally, we will examine real-world applications of MSE retaining walls and discuss important design considerations. By comparing RE walls with other retaining wall systems, you will gain a clear understanding of their features. This will help you decide their suitability for various construction projects.

MSE retaining walls means mechanically stabilised earth or reinforced earth. This is an earth retaining system where compacted granular soil is reinforced with horizontal layers of steel strips or geo-synthetic materials. This compacted earth is held together with thin facing elements made of Precast concrete, shotcrete or weld mesh reinforced panels. They are used extensively for constructing retaining walls, bridge abutments, highway wall systems, dykes, etc. MSE retaining walls cost almost half what a concrete structure would have cost for similar uses.

  1. What is an MSE Retaining Wall?
  2. Design basis of RE walls/MSE walls
  3. Components of a MSE retaining wall
    1. Reinforcement element
    2. Back fill materials
    3. Facing elements
    4. Drainage layer
    5. Jointing and filling materials
  4. Advantages of MSE walls
  5. Disadvantages of MSE retaining walls.
  6. Key Takeaways
  7. Conclusion

What is an MSE Retaining Wall?

An MSE retaining wall is also known as a Mechanically Stabilised Earth retaining wall. It is a structure designed to retain soil using layers of reinforced materials. MSE walls consist of compacted soil, reinforced with elements like geogrids or steel strips, providing stability against earth pressures. Often referred to as RE walls, these structures are popular due to their durability and cost-efficiency. To grasp the meaning of MSE walls, it’s essential to understand that the reinforcement materials bind the soil. This binding makes the wall robust and stable. MSE retaining walls are widely used in various construction projects, offering a reliable solution for earth retention.

Design basis of RE walls/MSE walls

When designing an MSE retaining wall, consider soil properties, such as bearing capacity and drainage, to ensure stability. Select appropriate reinforcement materials like geogrids or steel strips based on load requirements. Proper wall height and slope must be determined to manage earth pressures. Additionally, incorporate effective drainage systems to prevent water buildup behind the RE wall.

Components of a MSE retaining wall

An MSE retaining wall consists of several critical components that work together to provide stability and strength. These RE wall components include reinforced soil layers, facing panels, and drainage systems. The mechanically stabilised earth retaining wall relies on the interaction between the soil and reinforcement materials. Examples of these materials include geogrids or steel strips. This interaction helps to withstand earth pressures. Understanding these key elements is essential for designing a durable and effective MSE wall. The key components of a RE wall system is as follows.

a) Reinforcing element

b) Back fill materials

c) Fascia element

MSE walls or RE walls
MSE Walls or RE walls (Typical Section)
Typical section of MSE Retaining wall

Reinforcement element

The reinforcing elements of an MSE retaining wall are vital for its stability and strength. These elements typically include geogrids, steel strips, or geotextiles, which are embedded within the soil layers. The reinforcing materials work by binding the soil, creating a unified mass that resists earth pressures. In a mechanically stabilised earth retaining wall, these elements effectively distribute loads and prevent the wall from shifting or collapsing. The careful selection and installation of reinforcing elements are crucial for ensuring the long-term durability and performance of the RE wall.

The reinforcements are used to reinforce and provides the requisite tensile strength to hold the soil together. Two types of reinforcing elements are used in MSE walls. They are metallic and polymeric reinforcements. Metallic reinforcements (In-extensible) include Galvanised iron ribbed strips (50mm-100mm) or ladder strip arrangements.

Polymeric reinforcement (Extensible reinforcement) could be geo-grids or geo-textiles, which are preferred in corrosive environments. For any vertical and horizontal obstructions, reinforcements are bend at an angle, not more than 15 degrees.

Geo grids for reinforcing RE walls
Geo grids for RE walls

Appropriate connections hooks are embedded behind the fascia walls for the anchorage of geo-grids and metal reinforcements.

Back fill materials

For an MSE retaining wall, it is essential that the selected backfill materials are cohesionless. They must meet strict criteria, including gradation, plasticity, organic content, and electrochemical properties. These materials must be free-draining with minimal fine content. The soil friction angle for the MSE retaining wall must be verified by shear tests. The angle of interface friction between the compacted fill and the reinforcing element should be no less than 30 degrees, as specified by IS 13326 Part 1.

Fly ash Backfill

FLY ASH BACK FILL

Fly ash can be used as backfill for the RE wall, provided it adheres to applicable standards. The selected backfill should be placed parallel to the MSE retaining wall. It should start approximately three feet from the back of the wall panels. The backfill should be compacted in 6-inch lifts. Additionally, soil materials may be placed without reinforcement between the stabilised zone and the natural ground surface. This is known as retained backfill. It ensures the stability and effectiveness of the mechanically stabilised earth retaining wall.

Facing elements

Facing elements in an MSE retaining wall serve to retain filled materials. They prevent local slumping on steeply sloping faces. They also align with both structural and aesthetic requirements. These facings are commonly made of materials such as precast reinforced cement concrete, plain concrete hollow blocks, or similar components.

Facing elements
Facing Element of RE walls

Drainage layer


For the RE wall, it is essential to incorporate a suitable drainage system in the embankment area. This prevents water logging. A drainage layer, approximately 2-3 feet wide, is installed on the backside of the mechanically stabilised earth retaining wall. This layer uses free-draining material to facilitate proper water drainage from the reinforcement zones. This ensures the stability and effectiveness of the MSE retaining wall.

Drainage layer (image courtesy : Science direct)

Jointing and filling materials

Rubber or wooden bearing pads are used between horizontal joints of facing elements. This ensures there shall not be any concrete to concrete joints. The interior panel joints are sealed with geotextile filler cloth in the horizontal and vertical directions as shown in fig. This is done to ensure that no interior back fill materials sweep through the joints.

RUBBER PADS AND GEO TEXTILE LAYER

Advantages of MSE walls

MSE walls, or Mechanically Stabilised Earth walls, are favored for their economic and construction benefits. They enable rapid and efficient construction with minimal disruption to traffic and other services. MSE retaining walls offer a variety of materials and customization options, enhancing their popularity as earth-retaining systems. The fascia elements, backfill, and reinforcing system work together to form a gravity retaining structure. This structure relies on the self-weight of the reinforced soil mass. It resists lateral pressures from earth, service loads, seismic forces, and hydrostatic pressure. The flexibility and efficiency of RE walls make them a top choice in modern construction.

  • Heavy Load Capacity: Can support extremely heavy loads such as bridge abutment footings, crane loads, and service loads.
  • Seismic and Dynamic Resistance: Designed to resist seismic and dynamic forces, distributing bearing pressure over a wide area.
  • Faster Construction: Enables quicker construction compared to conventional retaining walls.
  • Minimal Site Preparation: Requires less site preparation and can be built in confined areas where other retaining walls are impractical.
  • No Additional Supports: No need for additional supports, finishes, or curing time.
  • Free Drainage: Granular backfill facilitates free drainage through panel joints, reducing hydrostatic pressure.
  • Lightweight and Precast Fascia: Fascia walls are lightweight, precast, and easily transported and lifted using simple equipment.
  • Customizable: Can be made to any height, customized for designs and logos, and adjusted to manage obstructions.
  • Versatile Construction: Can be tailored to any geometry, requiring no heavy machinery or specialized workers.
  • Durable Service Life: Provides a long service life even under extreme loading and complex conditions.

Disadvantages of MSE retaining walls.

  • MSE retaining walls require granular material in huge quantities. Areas where there is a scarcity of granular material the construction cost increase and make the structure uneconomical.
  • The corrosion or reinforcement and deterioration of geo-grids on exposed to sunlight has to be addressed. The reinforced component must be designed to withstand erosion and corrosion processes. These processes can highly deteriorate the mechanical behavior of the composite structure.
  • Proper drainage system should be provided.
  • The wall must obtain a minimum width in order to acquire adequate stability

Key Takeaways

  1. MSE Walls: Mechanically Stabilised Earth (MSE) retaining walls, also known as RE walls, offer durability and cost-efficiency.
  2. Components: Include reinforcing elements (geogrids, steel strips), backfill materials, facing elements, drainage layers, and jointing materials.
  3. Load Capacity: Capable of supporting heavy loads like bridge abutment footings and crane loads.
  4. Seismic Resistance: Designed to handle seismic and dynamic forces effectively.
  5. Construction Speed: Allows for rapid and efficient construction with minimal disruption.
  6. Customization: Flexible design options for various geometries and aesthetics.
  7. Free Drainage: Ensures effective water management to prevent hydrostatic pressure buildup.
  8. Durability: Long service life even under extreme conditions.

Conclusion

MSE retaining walls, or Mechanically Stabilised Earth walls, present a robust and economical solution for earth retention in modern construction. Their design incorporates various components, including reinforcing elements, backfill materials, and drainage systems, to ensure stability and functionality. MSE walls excel in supporting heavy loads, resisting seismic forces, and allowing rapid construction with minimal disruption. Customizable and versatile, they offer long-term durability and can be adapted to diverse project requirements. However, challenges such as the need for granular material and addressing potential reinforcement corrosion must be managed. Overall, MSE walls are a valuable option for efficient and effective retaining wall systems.

Types of Retaining walls – All types,materials,features and uses.

Retaining walls are rigid structures used for supporting soil laterally and retained at different levels on the two sides. These structures are vertical or near-vertical. They are constructed to hold soil between two terrains when the slope exceeds the natural angle of repose. The slope can be vertical or steep or much above the range of angle of repose. Understanding retaining wall types is crucial for selecting the right wall based on soil conditions, load requirements, and project design.

Key retaining wall types include gravity retaining walls. These rely on weight for stability. Buttress retaining walls provide extra support. Elements like retaining wall heel and toe enhance stability, making these walls effective and durable solutions.

This article is about the types of retaining walls, materials used and features.

  1. What is a retaining wall?
  2. Design criteria of retaining wall
  3. Retaining wall types
    1. Gravity Retaining walls
    2. Cantilever retaining walls
      1. The loads induced on various components
    3. Counter-fort retaining walls
    4. Buttressed retaining walls
    5. Sheet piled retaining walls
    6. Piled retaining walls
    7. Anchored retaining walls

What is a retaining wall?

Retaining walls are critical engineering structures designed to stabilize and support terrain by restraining soil mass at different elevations. These versatile architectural elements are essential in landscape design, civil engineering, and construction projects. They prevent erosion, manage slope stability, create usable spaces on uneven terrain. Retaining walls provide critical structural support in areas with significant elevation changes.

Engineers and landscape architects utilize various types of retaining walls, each with unique characteristics and applications. The selection depends on factors such as soil conditions and load requirements. Other considerations include site topography, budget constraints, aesthetic considerations, and project design. These factors ensure long-term durability and safety. Common retaining wall types include gravity walls, cantilever walls, and anchored walls, each using distinct methods to provide stability.

Design criteria of retaining wall

The main criteria behind the design of the retaining wall are to counter the downward slope movement of back filled soil by gravity. The lateral pressure developed behind the wall depends on the angle of internal friction & cohesive strength of retained materials. The lateral pressure can also be liquid (hydro-static pressure), and pressure from any type of back-fill material like sand, granular material, fly ash, etc. A proper drainage system is to be provided to reduce the hydro-static pressure.

Retaining wall types

There are several types of retaining wall depends on the nature and type of soil and situations they are to be used.

  • Gravity retaining wall
  • Cantilever retaining walls
  • Counter-fort retaining wall
  • Buttressed retaining wall
  • Sheet pile retaining wall
  • Bored pile retaining wall
  • Anchored retaining wall

There are a lot of innovative and alternated methods used for retaining walls

Retaining wall Types

Gravity Retaining walls

Gravity retaining walls are executed with stone, bricks, concrete, or any other heavy material. They are done with or without mortar and are designed to counter back-fill soil pressure by their self-weight.
Dry retaining walls do not require rigid footing. However, they must be designed to counter sliding. They also need to address overturning and bearing loads acting on the structure.
These types of retaining walls are mainly adopted in landscape areas and also in locations with height is around 2-3 meters.

Gravity retaining wall
Gravity retaining wall

Gravity retaining walls are used for larger heights using composite gravity walls. Composite gravity walls include precast crib walls or timber walls filled with granular materials, Gabion walls, Geowalls, etc.
The gravity wall when provided with a small amount of reinforcement is known as semi gravity retaining wall. The load transfer mechanism remains the same as that of gravity retaining walls.

Gabion wall

Cantilever retaining walls

Cantilever retaining walls are the most common retaining wall type. They are reinforced concrete structures wherein the lateral earth pressure is countered by the cumulative action of total structural members.
Cantilever retaining walls consist of a stem, a base slab which is divided into toe slab and heel slab as shown in the figure.

Cantilever retaining walls
Cantilever retaining walls
Cantilever retaining walls


The vertical stem wall is extended to the back fill side or heel side and is called a heel slab and the slab on the other side is a toe slab as shown in the figure.
The stem wall, toe slab, and heel slab act as cantilevers fixed injunction and spanning to other ends. The back filling of soil over the heel slabs imposes additional stability against lateral pressure and stabilises the wall against overturning and sliding.

The loads induced on various components

a) Heal slab and toe slab = Upward soil pressure from the bottom and tends to bend upward. Rebar is placed in a tension zone.
b) stem= Lateral earth pressure tends to bend in the opposite direction of back-fill.
These types of walls are economical and can be used for heights around 5-7 mtr. They are much lighter than gravity walls and require comparatively small foundations. These types of walls can be constructed as to cast in situ and precast and prestressed concrete depending on the site requirements.

Prestressed retaining wall & Retaining wall
Prestressed retaining wall & Retaining wall

Counter-fort retaining walls

Counter-fort retaining wall is a cantilever retaining wall used when the height is around 7 mtr or more. For economising the structure, vertical bracing called counter-forts are provided on the back fill side. These counter-forts connect the heel slab and stem as shown in the figure. The stem and heel slabs between counter-fort act as continuous slabs and negotiate the high bending movements. The counter-forts function as tension stiffness and reduce the bending and shear stresses. These types of retaining walls are used for heights ranging from around 8-12 mtr.

Counter-fort Retaining walls
Counter-fort Retaining walls
Counter-fort Retaining walls

Buttressed retaining walls

Buttress retaining walls have the vertical bracing located on the front side of the retaining wall in place of the back-fill side like that of counter-fort retaining walls. The structural action of the stem remains the same as the counter-fort walls.

Sheet piled retaining walls

Sheet pile walls are erected using steel sheets into a slope to be protected or for excavations up to a required depth. Sheet pile retaining wall economical till a height of 6m and cannot negotiate huge loads. Sheet pile acts as a temporary wall that is driven into the excavation area for protecting the area from collapsing. They provide high resistance to driving stresses. They can also be reused and are considered the most economical retaining solutions. They can be bolted and driven easily and do not deform on driving. The problem with sheet piles is the noise it creates while driving.

Sheet pile

Piled retaining walls

These types of retaining walls consist of a sequence of bored piles. The bored piled retaining walls are often accompanied by erection earth anchors, shot-creating the pile gaps, and provision of additional supports depending on the site conditions and designs. Bored pile retaining walls are used in areas where sheet pile tends to create a lot of noise and disturbs the areas.
These types of piles are used for temporary and permanent works. They can hold huge lateral pressure and are used for holding earth for high depth excavations without disturbing the nearby structures. Bored pile retaining walls are classified into contiguous pile walls, tangent pile walls & secant pile walls according to the sequence of piling works.

Piled retaining wall
Piled retaining wall

Anchored retaining walls

Anchored retaining walls, also known as tie-back systems, are essential structural components used in construction. They are mostly used to stabilize earth and as support structures. Anchored Retaining walls deliver lateral support to walls. They prevent soil from shifting or eroding. These walls are commonly used in applications like deep excavations, embankments, and hillside retention etc.