PRS engineers develop and compare Neoloy® Tough-Cells solutions to improve structural performance, reduce aggregate use, shorten construction time and lower embodied carbon.
Value engineering evaluates the project as a complete system, not as a single material or line item. With Neoloy® Tough-Cells, this means comparing the original design with an engineered alternative that can reduce imported material, structural thickness and construction effort while meeting the required loading, durability and design life.
Supporting properties, standards and validation are detailed in our Engineering Properties, Geocell Standards and Validation & Research pages.
Choosing the right confinement system is part of value engineering. Neoloy® Tough-Cells are an engineered 3D soil-stabilization system made from Novel Polymeric Alloy (NPA), produced in defined categories, cell sizes and heights. Their key engineering properties are tested and specified according to international standards, including ASTM D8269 and ISO/TR 18228-5, and recognized guidelines such as CROW in the Netherlands.
These defined properties give engineers measurable stiffness and long-term performance values to design with, allowing the configuration to be matched to project loading, environmental conditions and design life. HDPE geocells, often referred to as Soft-Cells, are general-purpose products that are not produced to the same engineered property categories. PRS supplies both, so the recommended solution is based on project requirements rather than a single product.
We approach value engineering as a collaboration with your design and project team. Each evaluation follows four steps:
When to involve us: Value engineering offers the greatest flexibility at concept or preliminary design stage, but we also evaluate projects during tender, value-engineering reviews, alternative-design assessments and construction when site conditions require a revised solution.
The opportunity depends on the asset type and site conditions. The table below summarizes where Neoloy® Tough-Cells typically create the greatest savings.
Reduce imported aggregate and layer thickness while meeting the required static and dynamic loading, using local or on-site infill where site conditions allow.
Replace conventional wall systems with a green wall solution that is faster to build and has a smaller logistics footprint.
Protect soil structure and reduce erosion on slopes, embankments and exposed ground, holding cover materials in place with less material than conventional armor or lining systems.
Reinforce channel and outfall linings and protect geomembranes and containment barriers, often replacing conventional formwork or reinforcement.
Value engineering starts with measurable structural performance. Neoloy® Tough-Cells use defined material properties and validated engineering factors to improve confinement, subgrade support, layer stiffness and long-term performance.
High cell stiffness supporting confinement and the engineering factors used in NPA structural design.
Quantifies the improvement in reinforced-layer stiffness used in pavement and load-support optimization.
Represents improvement in effective subgrade performance, enabling structural optimization over weak ground conditions.
Improved bearing capacity supports demanding static and dynamic loading conditions.
Strict deformation control supports dimensional stability, heavy-duty performance and long-term structural reliability.
Engineering factors are supported by large-scale moving-wheel testing, field testing, standards, published research and correlation between cell properties and system performance.
Neoloy® Tough-Cells are built on an engineering foundation established through international research, large-scale testing, field validation and recognized standards. This work defined the key NPA properties and their relationship to structural performance.
Today, PRS’s Engineering and R&D team continues this development through ongoing testing, research collaboration, design-method refinement and alignment with evolving standards and project requirements.
Enabled by Subgrade Improvement Factor (SIF) up to 760%, subject to project-specific design conditions.
Enabled by Modulus Improvement Factor (MIF) up to 500%, where the pavement structure and design allow.
Potential use of local, marginal, sand or recycled infill where material properties and project requirements allow.
Observed across implemented projects, with the potential to reduce maintenance frequency and lifecycle intervention.
Optimization potential is project-specific and depends on loading, subgrade conditions, available materials, design requirements and validation.