• Retaining Walls
• The System
  • Segemntal Walls
  • Built-in Engineering
  • Gravity Walls
  • Reinforced Walls
  • No Fines Concrete
  • Other Reinforcement
  • How Grid Works
• Design
  • Plan your Wall
  • Design your Wall
  • Water Management
  • Compaction
• Installation
  • Gravity Walls
  • Reinforced Walls
  • Patterned Walls
• Applications
  • Building Curves
  • Building Corners
  • Building Stairs
  • Building Parapets
  • Building Terraces
  • Water Applications
  • Lighting
  • Fences/Railings
• Finishing Your Wall
  • Finishing Options
  • Modifying Blocks
  • Checklist
• Charts
  • Product Specs
  • Gravity Chart
  • Soils Chart
  • Grid Chart
  • Radius Chart
  • Setback Chart
  • Pattern Chart

Gravity Retaining Wall Construction    

Gravity retaining wall typical cross section

Gravity retaining wall base course section

Install base material, level, and compact.

Install AB Fieldstone facing units. Level and Adjust

Install AB Fieldstone anchoring units

Install and compact wall rock and backfill soils

Step 1: Site Prep and Excavation

• Remove surface vegetation and organic soils
• Per the approved plan, excavate base trench a minimum of 610 mm wide and 300 mm deep.*
• Remove unsuitable soils and replace with compactible materials.
• Buried block should be a minimum of 150 mm. Check plans to see how much buried block is required.
• Compact and level trench.

Step 2: Install Base Material

• Per the approved plans, place a minimum of 150 mm of wall rock in the base trench and rake smooth.*
• Compact and level base material.
• Site Soils Engineer should verify that a proper base is established.

Step 3: Install Base Course

• Begin at the lowest wall elevation by placing the AB Fieldstone facing units on the base material towards the front of the trench, leaving room for the AB Fieldstone anchoring unit so when entire assembly is installed it is centered on the base materials. Check each unit and adjust for level and alignment. The facing units can be randomly flipped upside down to give different facing appearances.
• For proper placement of the anchoring units, use a brick hammer or shovel to create a small trench to allow for the lip.
• Install the anchoring units into the receiving slots of the facing units with the lip facing down in the trench just created. Make adjustments to ensure anchoring units are installed reasonably level with the facing unit. The anchoring units should never be installed higher than the facing unit. Except for special applications like corners, each anchoring unit should match up with one facing unit.
• A drain pipe is required for any reinforced wall, gravity walls over 4 ft. (1.2 m) tall or sites with poor drainage. Place the drain pipe at the lowest possible point toward the back of the trench and vent to daylight every 50 ft. (15 m). See approved plans for location and specifications. Learn more about water management.

Backfill with wall rock

Step 4: Install Wall Rock and Backfill Materials

• Fill the hollow cores and a minimum of 12 in. (300 mm) behind the wall with wall rock. Install the wall rock to be level or below the receiving notch of the anchoring unit.
• Use approved soils to backfill behind the wall rock and in front of the base course.
• Use a plate compactor to consolidate the area behind the blocks.
• Compact in lifts of 8 in. (200 mm) or less

Stepping up the Wall Base

Walls built on a sloping grade require a stepped base

When building Step-Ups into a slope, always begin at the lowest wall elevation of the base course.

To create a Step-Up, span a block between the leveling pad and the block course below. Step-Ups are most stable when the upper block has sufficient bearing on the lower block. The length of the 824 assembly (if available) provides the flexibility to make this block ideal for this application. An 812 assembly will work as well.

Sweep to remove excess materials

Compact wall rock and backfill soils starting on the blocks

Install filter fabric and string line to place AB Caps

Step 5: Install Additional Courses

• Remove all excess material from the top surface of the AB Fieldstone units. This should include running a brush or broom across the receiving notch to remove any debris.
• For faster installation and alignment of the second course, install the first AB Fieldstone facing unit and AB Fieldstone anchoring unit at the same time. Make adjustments so that the vertical seams are offset from the blocks below by at least 3 in. (75 mm) or ¼ the length of block.
• Install the rest of the facing units using the first block as a placement guide.
• Place anchoring units into the receiving slots of the facing units. Slide the two piece assembly so that the lip of the anchoring unit is placed into the receiving notch of the block on the course below. Each anchoring unit should match up with one facing unit.
• Check and adjust for level and alignment of the facing units.
• Fill the hollow cores and a minimum of 12 in. (300 mm) behind the wall with wall rock. Install the wall rock behind the anchoring unit to be level or below the receiving notch or approximately 0.5 in. (12 mm) below the top of the anchoring unit.
• Use approved soils to backfill behind the wall rock.
• From course 2 and above use a plate compactor to compact directly on the blocks as well as the area behind the blocks. Compact in lifts of 8 in. (200 mm) or less.
• Remove excess material from the top surface and repeat steps to complete the wall to the height required. More for information on ending walls with turn-ins.