Lidl, Avonmouth

Key Information

Owner: Lidl
Engineer: Jubb Consulting
General contractor: TSL Projects
Period of works: May 2017 – July 2017

Project description

The development was for a new regional distribution center with associated hardstanding at the Central Park Bristol development in Avonmouth. 45,000m2 of external reinforced concrete slab area was identified for ground improvement due to the presence of weak underlying alluvium and recently placed made ground.

It was considered that the construction of a ground bearing slab with no soil improvement or replacement would result in unacceptable post construction settlements and deformations. Vibro Menard were tasked with providing a solution for the external slab areas as an alternative to a fully suspended slab on precast driven piles which would reduce post construction settlements to an acceptable level of below 25mm.

The project required a very tight working programme to allow the contractor to construct their drainage and construct the service yard to gain access around the building.

Ground conditions

The soils comprised of 1.5 to 2.5m of made ground fill comprising of clayey gravels which had been placed in an uncontrolled manner. This made ground ran over very soft silty clays to depths of 11 to 14m with weathered mudstone / dense gravels below.

Solution

Vibro Menard provided a solution to install 5597 no. 320mm diameter Controlled Modulus Columns (CMCs) with 3 rigs on a 3m x 3m grid to support the loading of the slab and traffic loads. CMC’s were installed to depths between 11m and 15m with an anchorage into the dense gravels/mudstone of 0.5m.

5235no. Vertical Drains were also installed with 2 rigs between the CMC grid to accelerate settlements within this 2m of uncontrolled fill material at the surface ready for its handover date.

This solution allowed the client to construct a ground bearing slab above a 500mm distribution mattress of granular material between the heads of the CMCs and the underside of the slab. This saved the construction of a heavily reinforced slab and much time in cropping down precast piles.

Main Figures

Controlled Modulus Columns

5597no. 72,970
lin.m

Vertical Drains

5235no. 68,055
lin.m

Stress Load Testing

6no. zone load tests
19no. CMC load tests

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