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There are dozens of segmental wall block products on the market. It makes sense to learn about the fundamentals of retaining wall design before you choose one for your project. There are two basic types of segmental retaining wall structures: gravity walls and reinforced walls.
Gravity walls are structures that rely solely on mass and geometry to resist the earth pressure forces acting on it. Landscaping wall products and structural wall units not utilizing soil reinforcement are considered gravity walls by definition.
Modular gravity walls rely on weight, depth, wall batter and inter-unit shear strength to achieve stability. The principal mode of failure observed in a modular gravity wall is overturning. Overturning failure occurs for a few simple reasons:
?EUR??,,????'???? A gravity wall is constructed taller than it should be for the size of unit utilized and the design conditions at the wall location. ?EUR??,,????'???? A gravity wall is constructed over poor foundation soils or a poor leveling pad and post construction settlement causes the wall to lean and eventually overturn. ?EUR??,,????'???? Additional surcharge from parked cars or other structures is placed directly behind the wall. ?EUR??,,????'???? Combinations of the above items.
Special attention must be given to the foundation soils and leveling pad construction when constructing gravity walls since the foundation provides much of the wall?EUR??,,????'???s resistance to overturning.
Limiting wall heights to safe working heights for the size of block unit selected and avoiding additional surcharge conditions can avoid simple overturning failure. A simple ?EUR??,,????'??rule of thumb?EUR??,,????'?? is to restrict wall heights to no greater than three times the unit depth unless referring to design charts for site-specific design recommendations. This ?EUR??,,????'??rule of thumb?EUR??,,????'?? leads to the following rough guidelines:
Reinforced soil walls are composite structures that use structural units and geosynthetic soil reinforcement (typically geogrids) to create a stable mass that can be designed and constructed to much greater heights than simple gravity walls. These structures are commonly referred to as MSE (mechanically stabilized earth) structures or reinforced soil SRWs (segmental retaining walls). Note that only pinned units are specifically designed to properly accommodate earth reinforcement and provide facial stability and connection strength for these larger and more critical structures.
Reinforced walls rely on the mass of the composite structure to provide external stability (sliding, overturning, etc.) and the strength of the soil reinforcement, connections, and block units to be internally stable. The principal modes of failure observed in reinforced wall structures are:
?EUR??,,????'???? Inadequate soil reinforcement length and spacing to prevent internal/external failure. ?EUR??,,????'???? Use of poor quality soils and/or improper placement and compaction of soils. ?EUR??,,????'???? Inadequate surface runoff or internal soil drainage provisions (i.e.: groundwater). ?EUR??,,????'???? Tiered walls not being designed and constructed as complex soil structures.
Reinforced walls are considerably more complex than simple gravity walls and must be designed accordingly. The soil strength and stability component of the design takes on much greater importance as the structures become taller requiring more attention to site specific soils information, proper design considerations, and contractor quality assurance provisions. Reinforced walls should be constructed using a wall design provided by a qualified engineer based on actual site conditions.
The most important considerations in successfully building segmental retaining walls are:
?EUR??,,????'???? Addressing drainage issues ?EUR??,,????'???? Compaction of the backfill behind the wall ?EUR??,,????'???? When and how to use soil reinforcement (such as geogrid) for walls that exceed the height or soil conditions where a gravity wall may be used
Some retaining wall systems use pins, clips, or other means to align and connect the blocks. Others simply use a lip or knob on the block as an alignment aid. Several manufacturers offer pinned units for the construction of structural and gravity walls. A pin allows a means of connection to geogrids in reinforced walls and assures easy alignment.
Some block systems are essentially solid while others have cores. Where a core is used, the block should be core-filled with free-draining rock, which enhances unit stability, drainage, and shear connection.
All segmental retaining wall products are dry-stacked, and are essentially free-draining due to the presence of joints between wall units.
Raleigh, North Carolina
Francisco Uviña, University of New Mexico
Hardscape Oasis in Litchfield Park
Ash Nochian, Ph.D. Landscape Architect
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