Charts and Tables
Standard Product Specifications (Minimums)
Table 2.2
| Compressive Strength | 3000 psi | 20.67 MPA | |
|---|---|---|---|
| Absorption Northern Climates | 7.5 lb/ft3 | 120 kg/m3 | |
| Absorption Southern Climates | 10 lb/ft3 | 160 kg/m3 | |
| Unit Density - Hollow | 125 lb/ft3 | 2,002 kg/m3 | |
| Unit Shear Strength | 645 lb/ft | 9,406 kg/m | |
Gravity Wall Heights
Use the chart below to find the maximum height that your retaining wall can be built before reinforcement is required. The gravity wall heights shown do not account for seismic loading. Check with a local engineer for assistance if you are in a seismic area.
Maximum Wall Heights - AB Gravity Walls |
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|---|---|---|---|---|---|---|---|
| Condition above retaining wall |
Soil Type | Friction Angle | 12° (Ref) AB Stones only of AB Collection |
6° (Ref) AB, AB Aztec, AB Metro, AB Europa Collection |
6° (Ref) AB Fieldstone Collection (SAU) |
6° (Ref) AB Fieldstone Collection (LAU) |
3° (Ref) AB Vertical only of AB Collection |
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Clay | 27° | 3 ft 6 in 1.0m |
3 ft 2 in 0.9m |
3 ft 7 in 1.1m |
5 ft 10 in 1.8m |
2 ft 11 in 0.9m |
| Silty Sand | 32° | 5 ft 4 in 1.6m |
4 ft 7 in 1.4m |
5.0 ft 1.5m |
8 ft 6 in 2.6m |
3 ft 9 in 1.1m |
|
| Sand/Gravel | 36° | 3 ft 6 in 1.0m |
3 ft 2 in 0.9m |
3 ft 7 in 1.1m |
5 ft 10 in 1.8m |
2 ft 11 in 0.9m |
|
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Clay | 27° | 1 ft 8 in 0.5m |
1 ft 4 in 0.4m |
1 ft 8 in 0.5m |
4 ft 1.2m |
1 ft 1 in 0.3m |
| Silty Sand | 32° | 3 ft 10 in 1.2m |
3 ft 1 in 0.9m |
3 ft 7 in 1.1m |
7 ft 2.1m |
2 ft 4 in 0.7m |
|
| Sand/Gravel | 36° | 4 ft 6 in 1.4m |
3 ft 6 in 1m |
4 ft 2 in 1.3m |
8 ft 2.4m |
2 ft 6 in 0.8m |
|
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Clay | 27° | 2 ft 8 in 0.8m |
2 ft 4 in 0.7m |
2 ft 8 in 0.8m |
4 ft 4 in 1.3m |
2 ft 1 in 0.6m |
| Silty Sand | 32° | 4 ft 8 in 1.4m |
4 ft 1 in 1.2m |
4 ft 4 in 1.3m |
7.0 ft 4 in 2.3m |
3 ft 2 in 0.9m |
|
| Sand/Gravel | 36° | 5 ft 10 in 1.8m |
4 ft 7 in 1.4m |
5 ft 1 in 1.5m |
8 ft 7 in 2.6m |
3 ft 9 in 1.1m |
|
|
Wall Heights listed are for reference only. This table is based on clay soil having an internal friction angle of 27° (Ref) or better and a sandy soil having an internal friction angle of 32° (Ref) or better. All heights based on exposed wall heights and include a cap block. The gravity wall heights shown above do not account for seismic loading. Check with a local engineer for assistance if you are in a seismic area. Final designs for construction purposes must be performed by a local registered professional engineer, using the actual conditions of the proposed site. *The surcharge loading category above assumes a solid surface such as concrete, asphalt or pavers having a suitable supporting subgrade. |
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Soils Chart for Retaining Walls
Table 2.1
| Soil Type | Friction Angle (Ref) | Bearing Capacity | Equivalent Fluid Pressure |
|---|---|---|---|
| Clay | 27° | 2,500 lb/ft2 119.700kPa | 50 lb/ft3 7.9kN/m3 |
| Mixed Soils | 32° | 3,500 lb/ft2 167.580kPa | 35 lb/ft 5.5kN/m3 |
| Sand/Gravel | 36° | 4,000 lb/ft2 191.520kPa | 30 lb/ft3 4.7kN/m3 |
AB Setback Chart
Table 2.2
| Setback | Wall Height | |||
|---|---|---|---|---|
| 4 ft 1.2 m |
6 ft 1.8 m |
8 ft 2.4 m |
10 ft 3.0 m |
|
| AB Stones only of the AB Collection | 10.0 in 255 mm |
15.0 in 380 mm |
20.0.in 510 mm |
25.0 in 635 mm |
|
AB, AB Aztec, AB Metro, AB Europa and AB Fieldstone Collection (excluding AB Stones & AB Vertical) |
5.0 in 125 mm |
7.50 in 190 mm |
10.0 in 255 mm |
12.5 in 320 mm |
| AB Vertical only of the AB Collection | 2.5 in 65 mm |
3.75 in 95 mm |
5.0 in 125 mm |
6.25 in 160 mm |
All values are provided for reference only.
Typical Friction Angle and Soil Unit Weights Compacted to 95% Standard Proctor
Table 3.1
| Soil Type | Soil Friction Angle | Soil Unit Weight (pcf) |
|---|---|---|
| Crushed stone, gravel | 34° + | 110 - 135 |
| Clean sands | 32 - 34° | 100 - 130 |
| Silty sands/sandy silt | 28 - 30° | 110 - 125 |
| Sandy Clay | 26 - 28° | 100 - 120 |
| Other Soils | Determined by testing | |
All soil friction angles and unit weights are provided as reference only and are subject to change based on geographic area and site conditions.
AB Radius Chart for the Base Course
Use this chart to find the minimum recommended radius at the base of the wall. Note all lengths, dimensions and setbacks are approximate.
Table 6.1
| AB, AB Aztec, AB Europa, AB Metropolitan Collection (full size blocks) |
4 ft 1.2 m |
6 ft 1.8 m |
8 ft 2.4 m |
10 ft 3.0 m |
|---|---|---|---|---|
| 3 degree (Ref) | 4 ft 9 in 1.43 m |
5 ft 0 in 1.52 m |
5 ft 4 in 1.6 m |
5 ft 8 in 1.7 m |
| 6 degree (Ref) | 5 ft 2 in 1.6 m |
5 ft 6 in 1.7 m |
5 ft 11 in 1.8 m |
6 ft 4in 1.9 m |
| 12 degree (Ref) | 5 ft 6 in 1.7 m |
6 ft 0 in 1.8 m |
6 ft 6 in 2.0 m |
7 ft 0 in 2.1 m |
| AB Fieldstone Collection 812 facing unit w/short anchoring unit (SAU) |
4 ft 1.2 m |
6 ft 1.8 m |
8 ft 2.4 m |
10 ft 3.0 m |
| 6 degree (Ref) | 6 ft 7 in 2.0 m |
7 ft 0 in 2.1 m |
7 ft 5 in 2.3 m |
7 ft 10 in 2.4 m |
| AB, AB Aztec & AB Europa Collection (half size blocks) | 2 ft 0.6 m |
4 ft 1.2 m |
6 ft 1.8 m |
|
| 6 degree (Ref) | 3 ft 0 in 0.9 m |
3 ft 5 in 1.0 m |
3 ft 10 in 1.15 m |


