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Basal Platforms: Over Piles

A40 Carmarthen bypass. 1250kN Paralink geogrid was used in the primary direction in 'strips' rather than covering the whole area. This design philsophy provides very cost effective basal platforms with the reassurance of a sheathed geogrid.
Kingsway Canal Bridge, Rochester. High strength Paralink  geogrids were used in strips using 40% less material than a regular basal platform. Unlike woven PET high strength textiles, Paralink is BBA Roads and Bridges Certified for 120 year design life.
Carlton Bridge. The Paralink Strip System was used to reduce grid requirements by 40%. Paralink is BBA Roads and Bridges Certified for 120 year design life.
A40 Carmarthen bypass. Paralink 1250S (transverse) and 150S (longitudinal) were used in strips. More robust than woven PET textiles, Paralink is BBA Roads and Bridges Certified for 120 year design life.
A80 Auchenkilns improvements. High strength woven PET geotextiles (1000kN and 400kN/m) were used over piles in this basal platform over soft peat ground.

As piles are expensive, any reduction in the number of piles within a piled embankment construction, can offer savings on the project. High strength geosynthetic reinforcement at the level of the pile cap can accept loads from the embankment, and transfer them into the adjacent piles. By increasing the distance that the soil can span or arch between piles, a high strength geosynthetic can allow the pile spacing to be increased.

Using the analogy of a reinforced concrete slab, the tension reinforcement should be placed as low as possible in the slab for optimum performance, Steel placed higher within the slab becomes less and less efficient the further it gets from the point of action of maximum tensile load. 3D finite element analysis reveals that multiple layers of low-strength geogrid (e.g. 30kN/m) cannot satisfy an BS8006 compliant design and does not provide an alternative to a single layer of high strength geogrid (see report ….).

Following successful projects using geogrids in the traditional manner, Maccaferri have developed a further enhancement to basal platform reinforcement. This approach uses strips of high strength geogrid laid directly between concrete pile caps and overlain by a low strength geotextile. Savings are achieved on both materials and construction time. The system has been adopted on a number of Highways Agency projects.

Good long-term strength with low strain are essential ingredients for a basal platform over piles.

Click on the product you want more information on:

Product Benefits
Paralink Unique, BBA certified, polyester geogrids with a tough polyethylene coating in strengths up to 1250kN/m. Can be used directly in contact with pile caps.
MacTex W1 PP Geotextiles GeoPolypropylene woven geotextiles in a variety of strengths from 15kN/m to 300kN/m, to offer separation and reinforcement in one product. Some MacTex W1 grades also offer biaxial strength.
MacTex W2 PET Geotextiles High performance woven polyester geotextiles in a variety of strengths from 100kN/m to 1000kN/m, all with low-strain characteristics.

  

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Basal Platforms

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