Alternative product review · Soil reinforcement
Long-term reinforcement capacity is derived, not read from a single tensile value. Polymer, creep reduction, installation damage, chemical durability, junctions or coating, connection details, design life and temperature all affect the design strength.
KUG uniaxial HDPE geogrids for reinforced-soil structures and StructWoven PET grades for basal reinforcement, embankments and load-transfer platforms, selected against the project design basis.
Named products and search terms
These names are included because they occur in current manufacturer ranges or project specifications—not because they are automatically interchangeable with one another or with a Kontain product.
Fortrac includes PET, PVA and aramid-related product pathways and both uniaxial and multi-directional formats; the suffix and grade matter.
Polymer, tensile curve, characteristic strength, creep, installation damage, durability, coating, connection and design life.
These are high-strength geogrid/geostrap families used in reinforced-soil and basal-reinforcement applications, with different structures and design roles.
Reinforcement form, load-strain behaviour, long-term design strength, connections, soil interaction and independent certification required by the project.
Tensar RE uniaxial grades are used for reinforced-soil systems, while Basetex is a separate high-strength woven reinforcement pathway.
Grade-specific characteristic strength, reduction factors, structural connection, fill compatibility, design system and certification.
MIRAGRID GX geogrids and MIRAFI PET woven geotextiles may both appear in reinforcement schedules, but they are different product forms.
Grid versus woven construction, strain compatibility, long-term tensile capacity, soil interaction, drainage and installation survivability.
Project comparison basis
The quickest responsible review is a gap analysis: hold the project requirements constant, normalise the published evidence, then make unresolved items visible.
Separate uniaxial grid, geostrap, woven PET and multi-directional reinforcement products before comparing grades.
Check characteristic short-term strength and applicable reductions for creep, installation damage, chemical/biological durability and extrapolation.
Compare the load-strain curve and serviceability requirements, not only ultimate strength or a nominal grade name.
Soil interaction, facing connection, anchorage, overlaps and site damage can govern the system even where the reinforcement strength is adequate.
The proposed product must be assessed within the engineer's design method, design life, temperature and project acceptance framework.
Common comparison traps
A clear exception is more useful than a confident but unsupported equality sign.
Direct answers
It may be assessed as an alternative in appropriate reinforced-soil applications, but the exact grade, polymer, long-term design strength, connection, soil interaction, design method and approval requirements must be checked.
A comparison is possible where woven PET reinforcement suits the required function. It still requires a common basis for strength, strain, creep, installation damage, durability, soil interaction and design life.
Provide the design report, reinforcement schedule, named products, required design strength and strain, reduction factors, fill, design life, temperature, facing or connection detail and approval deadline.
Practical next step
Kontain can prepare a concise technical gap review, identify a suitable supply pathway where one exists, and make the exclusions visible before the commercial decision is locked in.
This is a technical orientation guide, not a certificate of equivalence, project design or approval. Third-party product and company names identify specification terminology only. All trademarks remain the property of their respective owners. No affiliation, endorsement or supply right is implied. Current manufacturer data, project requirements and the appointed designer’s acceptance take precedence.
