Segmental Modular Concrete Block Retaining Walls

Browse our selection of freestanding and retaining wall block systems for product specifications and installation guides. Without adequate retention slopes can cave slump or slide. Our commercial and residential segmental walls are durable and easy to install making them a great choice for any project.

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Segmental retaining walls consist of modular concrete blocks that interlock with each other.

Segmental modular concrete block retaining walls.

Segmental retaining walls are modular block retaining walls used for vertical grade change applications. The self weight of the srw system is either the weight of the srw units themselves including aggregate core fill if used in the case of conventional srws or the combined weight of the units aggregate core fill if used and the reinforced soil mass in the case of soil reinforced srws. Segmental retaining walls srws function as gravity structures by relying on self weight to resist the destabilizing forces due to retained soil backfill and surcharge loads. Standard accent cobble harmony mosaic square foot ultra nexus brute bronco 30h bronco 18h and versa green a plantable retaining wall system that becomes a living part of your landscape.

The walls are designed and constructed as either gravity retaining walls conventional or reinforced soil retaining walls. Versa lok offers attractive segmental retaining wall systems equally suited for residential commercial and public works applications. The system consists of dry cast concrete units that are placed without mortar dry stacked and rely on their unit to unit interface and mass to resist overturning and sliding. They are used to hold back a sloping face of soil to provide a solid vertical front.

Anchor wall offers the latest innovations in concrete block retaining and freestanding wall systems. Based on good performance experience by several agencies astm c1372 or equivalent governing standard or public authority standard specification for segmental retaining wall units should be used as a model except that the compressive strength for the units should be increased to a minimum of 4 000 5 800 psi 28 40 mpa unless local requirements dictate higher levels.

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