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This allows for easy compaction and fast drainage. A wide range of soil properties will meet specifications, however the ideal select backfill is open-graded with low plasticity and fines content, such as sand or crushed stone.Sleeve or wrapped connection to facing elements.Ideal for highly corrosive environments.Polyester fibers in a Polyethylene sheath.GeoStrap® Geosynthetic Reinforcing Strips
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Temporary or permanent wall applications.Embedded connections for soil reinforcements.Thickness varies as needed for architectural finishes, walls with extreme heights, or other applications yielding high bending moments.Mechanical connection of soil reinforcements to facing unitsĬhoosing the right facing type depends on the application, aesthetics, differential settlement, service life, and other factors.Rapid, predictable, and repetitive construction.Special design can allow for nearly any geometry Soil reinforcing strips can easily accommodate obstructions within the MSE backfill volume.Form liners or elaborate murals can customize the aesthetics.Free-draining, due to granular backfill and open panel joints.High resistance to seismic ground movement and other dynamic forces.
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Extreme loads can be carried (bridge abutment footings, cranes).Bearing pressure is distributed over a wide foundation area.Flexibility to accommodate high differential settlement and several feet of total settlement.It can be obtained on site, or from a distributor. Select backfill allows for reliable construction and performance of the wall, in which the gradation, plasticity, electrochemical properties, and overall durability should be closely analyzed. All soil reinforcement options have unique characteristics for pullout and tensile capacity, corrosion, and durability. Soil reinforcements are typically steel or geosynthetic, in the form of strips or ladders. Each facing type offers different advantages when considering criteria such as aesthetics, durability, construction procedure, and expected settlement. Facing elements are modular precast concrete panels or wire mesh. The properties and materials of the three major components can vary, and a mechanically stabilized earth engineer must choose the most efficient combination of construction materials based on the wall’s design criteria, such as wall height and service life. The Effect of Reinforcements on Soil Deformation. The result is a coherent gravity structure that is flexible and can carry a variety of heavy loads. The wall facing is relatively thin, with the primary function of preventing erosion of the structural backfill. The stability of the wall system is derived from the interaction between the backfill and soil reinforcements, involving friction and tension. A Mechanically Stabilized Earth (MSE) retaining wall is a composite structure consisting of alternating layers of compacted backfill and soil reinforcement elements, fixed to a wall facing.