MIRAFI® PET high-strength woven geotextiles are made from high tenacity polyester yarns with proven high long-term strength properties. It is ideal for basal reinforcement applications on sof soils, piles and other cavities.
MIRAFI PET offers a cost-effective solution that improve the stability of embankments and allow quicker construction on soft foundations.
Primarily used as a high-strength reinforcement, it also provides secondary separation, preventing the intermixing of soft foundation soils with granular fill while preserving the structural integrity of the granular layer.
WHY CHOOSE HIGH-STRENGTH WOVEN GEOTEXTILE?
- High long-term geotextile design strength with low creep effects
- Enables optimum embankment height over a minimum area and steeper side slopes
- Increase in construction speed with no loss of stability
- High strength with grades available from 100kN/m to 2,000kN/m
- Custom roll lengths can be manufactured to facilitate ease of installation and reduce wastage on site
- Long-term durability and reliable performance throughout the structure’s lifespan, even in the world’s most complex infrastructure projects
- Complies with Australian and New Zealand road authority requirements with a certificate of conformance
- Design support available
MIRAFI® is a registered trademark of Solmax.
APPLICATIONS
Embankments
Basal Reinforced Embankments
Fine-grained saturated soils exist near most river estuaries and coastal areas around the world. However, these are also areas where infrastructure development, such as road and rail structures, tend to be concentrated most intensely. When constructing over such areas, embankment stability is a major design issue.
Modern day construction contracts do not permit time for stage construction techniques and land restrictions may not allow berm techniques to be used. Mirafi® PET is used as basal reinforcement to enable full embankment design heights to be achieved within the contractual period without sacrificing embankment stability.
Embankments Over Voids
Foundations that deform differentially when loaded can cause various problems. Examples are foundations with tunnels, voids and isolated soft areas. Localised differential deformations at foundation level can manifest at the surface of the embankment as a depression. Subsidence or collapse can also disrupt buried services.
When laid over such foundations, Mirafi PET can minimise the risk of foundation subsidence and collapse, and dramatically reduce the negative impact of such occurrences by maintaining serviceability until permanent repairs can be carried out.
Piled Embankments
Embankments and other soil structures constructed over soft and compressible foundations are sometimes designed to be supported by piles. A reinforced concrete capping slab will ensure that the embankment and surcharge load will fully transfer onto the piles.
Mirafi PET high strength woven geotextiles which can have tensile strengths of over 1,000kN/m, are used as long-term design reinforcement to span over the pile caps for the same purpose of load transfer onto the piles and is a more economical option than the reinforced concrete capping slab solution.
Marine Structures
Sedimentation is a process happening continuously in marine environments. This means that not only such foundations are generally soft but the upper most layers usually contain under-consolidated clay layers. To control stability Mirafi PET is used as basal reinforcement to earth-filled platforms, embankments, dykes and breakwaters.
Mirafi PET also provide an inward shear restraining force at the soft foundation interface; thereby reducing lateral mud heaves which can be problematic especially if there are adjacent structures sensitive to such movements.