Skip to main content
Projects

The Meadows Phase 2, Snelsmoor

  • Client
    Bellway Homes (East Midlands)
  • Location
    Snelsmoor, Derbyshire
  • No. of Units
    22 units
  • Residential Properties

Project Overview

SPEEDECK designed & built piled raft foundations for 22 residential units, consisting of 2 storey housing on this first section of the meadows development with Bellway Homes. These were all the plots denoted for piling within this first phase of works, with the remaining 30% of units being constructed as shallow strip foundations, by others. This marks the first involvement for SPEEDECK within this development, with several hundred remaining units left to be constructed.

  • 35% concepting
  • 30% detailed design
  • 35% duration on site.
Time Spent Data
Image - The Meadows Phase 2, Snelsmoor
Image - The Meadows Phase 2, Snelsmoor

Concept Design

The Geotechnical challenges present on this site which led Bellway to reach out to SPEEDECK were:

  • Shallow clay soils, meaning the consulting engineer had identified all plots as requiring heave precautions, or strip to be dug to in excess of 2m.
  • Soft, saturated soils meaning thick piling matts and deep excavations were needed for pile & ground beam systems, resulting in significant costs.

High water table, meaning the excavation of deepened strip foundations was difficult.

Image - The Meadows Phase 2, Snelsmoor
Image - The Meadows Phase 2, Snelsmoor

Design Engineering

SPEEDECK identified and mitigated the risks above utilising the following techniques and experience:

  • Clay heave precautions for much of the site were eliminated by looking in more detail at the tree survey provided and the near surface soil conditions than what had been carried out previously. The extend of heave precautions were reduced by 67% resulting in saving against the compliant scheme.
  • A piled raft solution was chosen, as this reduced the total foundation dig depth required by between 650mm to 875mm. This led to a reduction in muck away quantities and having to deal with shallow groundwater.
  • Pile lengths & number were iterated to ensure optimum cost & installation speed were obtained.
  • SPEEDECK incorporated downstands details within their design to account for site underbuild upto 675mm.

A CFA pile was chosen using a lightweight rig, which optimised for pile speed installation while maintaining minimal pile matt requirements. SPEEDECK utilised their CWS along with localised soil stabilisation to minimise dig depth, muck away and imported aggregate costs.

Image - The Meadows Phase 2, Snelsmoor

Construction

SPEEDECK’s scope of works consisted of:

  • All setting out to facilitate our works
  • Installation of Concrete Working Surface, giving a piling matt thickness of 50mm.
  • Installation of CFA Bearing Piles to support pile loads specified by SPEEDECK.
  • Breakdown & Integrity Testing of Piles
  • Installation of heave precautions, where required
  • Formation of recess toes and downstands details to facilitate site underbuild requirements.
  • Shuttering, steel fixing and concreting to rafts.

The pile attendance, muck away and underslab drainage works were completed by the groundworker.

SPEEDECK successfully completed their scope of works within programme, delivering the 22 units & garages within the 7 weeks.

The first 11 units were handed back to the client in less than 5 weeks.

SPEEDECK’s success on this project, for savings both time & money, was realised through being awarded the following parcel of works for the next 212 units.

As a leader in the design & build foundations market, and the iterative learning through completing hundreds to thousands of units every year means SPEEDECK are able to deliver the most efficient designs using simplified construction to maximise project savings while minimising time on site.

The project is fully complete and signed off by the client and warranty provider with the next package of works on this large development successfully secured.