Soil Mixing, Foundation Piling, Retaining Walls & Ground Improvement
Piling and retaining wall services Piling equipment Retaining Walls
News

Well known industry professional Ian Hood has joined the rapidly expanding team at Eco Foundations in the role of Operations Manager.

Ian brings with him a wealth of industry knowledge and contacts having been involved in piling for 25 years.

You can contact him on 01789 295020 or email ian.hood@eco-foundations.co.uk

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Soil mixing for ground improvement

The aim of project SMiRT (Soil Mix Remediation Technology), which came to an end in September 2011, was to develop, advance, validate and increase the uptake of soil mix technology in the remediation of contaminated land in the UK. The project involved soil mix technology equipment and software development and validation, laboratory treatability studies, large scale field trials, in situ testing, sampling and monitoring, laboratory testing of field samples and a range of dissemination activities.

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Sustainability Live! 24-26 May 2011 NEC Birmingham

Eco Foundations Ltd exhibited on Stand No S64 in Hall 3 at Sustainability Live/Brownfield EXPO at the NEC Birmingham – 24-26 May 2011.  The show was a great success and generated numerous enquiries and potential clients.

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Contact
Eco Foundations Limited
Avonbrook House
198 Masons Road
Stratford Enterprise Park
Stratford-upon-Avon
Warwickshire
CV37 9LQ
UK
Tel: (+44) 01789 295020
Fax: (+44) 01789 268350
 
Secant Piling
Basement Walls and Retaining Walls

Basement Walls, Secant Piling and Flood Defence Walls

Secant piling is used to build embedded retaining walls often utilised for basement construction. There are various different methods including hard / soft secant piling and hard / firm secant piling. Eco Foundations generally only install hard / hard secant walls as this method is the only truly waterproof system available. Others are only a compromise and will not achieve the verticality, level of waterproofing or get as close to the party wall as the hard / hard secant piling method can.

The continuous embedded retaining wall is constructed utilising alternate male and female piles. Female piles are drilled first using 35 or 40 newton concrete, reinforcing is installed and male piles are constructed the next day with the same concrete and steel overcutting the adjacent female piles.

The piles are drilled using a cased CFA double rotary piling system mounted on a telescopic leader rig. The casing ensures verticality and is designed to core through obstructions, concrete or old foundations. The slim design of the double rotary mounted on the leader rig allows the wall to be installed within 25 mm of an existing building which when being used to construct a basement results in more square feet of usable space compared to retaining walls constructed with a conventional CFA piling rig which cannot work as close to the party wall.

The wall may well be left exposed in car park basements or can be used as a temporary wall with a traditional concrete wall cast inside.

For further information please download our specifications on basement wall construction by clicking on the link.