Strata Geosystems’ solutions for slope lining systems

As runoff accelerates downslope, shear forces increase and begin to displace unprotected soil. When these go beyond the limits of soil resistance, erosion begins. Cellular confinement restricts lateral particle movement and increases resistance to shear-induced surface migration. Where higher hydraulic velocities occur, concrete infill can be used without forming large monolithic slab panels.

Rigid lining systems transfer stresses directly to the supporting subgrade. When the foundation soil settles unevenly, cracking typically follows. Once cracks develop, continuity is lost, and localised instability may initiate.

A geocell-based lining behaves differently. Because the infill is contained in interconnected cells, stresses are spread out across a composite layer instead of being focused on one plane. Minor differential settlements can be handled without large-scale brittle fracture as long as the crest anchorage, toe restraint, and drainage detailing are done correctly.

In conventional systems, stability is largely achieved through mass. The improvement in apparent shear resistance and load distribution allows the surface layer to perform efficiently without excessive thickness.

In some applications, concrete thickness can be reduced. In others, vegetated or granular infill is sufficient where hydraulic shear demands permit. Material selection should be based on calculated boundary shear stress and expected flow conditions.

StrataWebpanels are delivered in a collapsed configuration and expanded directly over the prepared slope. This reduces transport volume and simplifies handling, particularly in constrained or remote locations.

Because the system conforms to the underlying geometry, it adapts to curves and irregular slopes without complex formwork. Anchorage at the crest and toe should be designed based on calculated tensile forces, hydraulic uplift pressures, and pullout resistance to ensure long-term stability under service loading. As with any slope system, performance ultimately depends on careful installation and sequencing in the field

The geocells are manufactured from polymeric materials widely used in geotechnical construction. Where the system carries sustained tensile forces, the long-term behavior of the polymer becomes important. Over time, polymers deform gradually under constant load, so design strength must account for creep, installation damage, chemical exposure, and environmental effects.

When buried or otherwise protected from prolonged exposure and installed in accordance with specifications, the system provides stable service performance with routine inspection. Comparative assessments within the geosynthetics industry show that these systems can reduce embodied carbon compared to conventional mass concrete, depending on the design and material quantities used.