Challenge
A 12-unit residential block experienced structural movement due to shrinkable clay soils and tree influence, requiring a solution to stabilise foundations without major disruption, see Figure 1.
Solution
Geobear delivered a targeted geopolymer injection programme to control seasonal movement due the presence of trees on a high plasticity clay formation—without excavation or resident relocation.
Total financial savings
Project completion time versus 20 weeks with traditional underpinning
Tenants relocated
Versus traditional underpinning
Harrow Council identified structural cracking across a block of flats at Ford Close, linked to high plasticity clay soils and tree-induced moisture variation. Intrusive investigations confirmed:
The original engineering recommendation was mass underpinning, requiring a 20-week programme, deep excavation, and temporary relocation of residents.
The scheme presented multiple constraints:
Traditional underpinning would have:
Geobear proposed an alternative: targeted geopolymer clay shrinkage treatment based on detailed site investigation information designed to:
Figure 2 and 3 show the natural fissuring in London Clay and the presence of tree roots in these fissures.
Figure 2 London Clay Stress Relief Fissures

Figure 3 Roots in London Clay Stress Relief Fissures

The site investigation data showed that the degree and depth of desiccation varied around the residential block, due to the variable impact of the trees on the soil moisture content, see Figures 4 and 5.
Figure 4 Soil Moisture Content and Shear Strength Variation with Depth

Figure 5 Casagrande Classification Chart for Liquid and Plastic Limits

Analysis of the data in Figure 3 and 4 show that the desiccation depth varied between 3.0m and 4.0m below ground level, which allowed the treatment depth to be varied across the structure. The Geobear clay treatment solution utilizes closely spaced injections spacings at 0.5m in both vertical and horizontal directions to ensure an intensive treatment. The Geopolymer selected for clay shrinkage projects is a specialist high density long cream time geopolymer which can flow into the cracks and fissures as narrow as 0.1mm.
The treatment plan for the project is shown in Figure 6.
Figure 6 Treatment Plan - Ford Close, Harrow.

Geobear geopolymer technology is a non disruptive solution, as the geopolymer is installed using light-weight hand held equipment. The process starts by setting out the exact location of the injections in accordance with the treatment plan (Figure 6) and after all locations have been cleared to be free from buried services. Holes are then drilled at 16mm diameter through the concrete foundations and underlying soil to the specified depth. Injection tubes of 12mm diameter are installed to the drilled holes to the specified depth.
The van containing the geopolymer components and pumping equipment was parked within a distance of 100m of the injection points (work area). Injection hoses were run from the van to the work area. The hoses are connected to injection tubes by an injection gun that allows technicians to very accurately control the amount of geopolymer injected into the soil, whilst immediate lift at the point of injection is constantly monitored using laser levels, which have an accuracy of +/- 0.25mm.

The project was successfully delivered in approximately 10 days, compared to a planned 20-week underpinning programme.
Geobear’s solution challenged a traditional, process-driven approach to subsidence repair.
Instead of defaulting to underpinning, the project demonstrated:
This project is a clear example of how modern ground improvement techniques can outperform traditional methods—not only technically, but in delivering real-world value.
By adopting geopolymer injection, Harrow Council:
Most importantly, it demonstrated that challenging standard procurement assumptions can unlock significantly better outcomes for public sector asset management.
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