Magnum Push Piers
Steel push piers down to deep bearing ground, each tested.
Case · Foundation repair
In Erquelinnes (Hainaut, Belgium), the interior walls of a house were cracking because of subsidence on the left side. The load-bearing ground lay very deep. In August and September 2026 we first stabilised the ground with expanding resin, then installed nine Magnum Push Piers to 15.85 m and lifted the foundation by 20 to 30 mm under control.

| Erquelinnes, 2026 | |
|---|---|
| Problem | Cracks in the interior walls due to subsidence on the left side |
| Phase 1 (mid-August) | Ground under the foundation stabilised with expanding resin (Deep Lift) |
| Phase 2 (end of August) | 9 Magnum Push Piers Ø 76 mm with friction lead |
| Layout | 2 at the front façade, 6 along the left side wall, 1 at the rear |
| Depth | Up to 15.85 m; seven piers to around 14.5 to 16 m |
| Test | Each pier individually at 400 bar (± 20 tonnes) for at least 15 minutes |
| Lift | 20 to 30 mm, under control, along the side wall |
| Report | Depth and pressure per pier |
The house showed cracks in its interior walls. The cause was subsidence on the left side. The survey showed that the load-bearing ground lay very deep, so a shallow solution would not have been enough.
Expanding resin strengthens the ground directly under the foundation, without digging. Magnum Push Piers transfer the load to bearing ground at depth. Here that ground lay deeper than 14 m, so we combined both: first stabilise the ground, then put the house on push piers and lift it under control.
During the 400 bar test, about 20 tonnes of reaction force, no pier showed significant additional penetration. The foundation was then lifted by 20 to 30 mm along the side wall. Everything was recorded in an installation report with the depth and pressure of each pier.
With serious damage, have a structural engineer assess the situation. Soiltek is a specialist contractor: we record, measure, propose a technique and carry out the repair, in consultation with your engineer.
Steel push piers down to deep bearing ground, each tested.
Expanding resin strengthens the ground under the foundation, without digging.
Sunken concrete floors back to level.
First the cause, then the right technique.
Up to 15.85 m. Seven of the nine piers went to around 14.5 to 16 m, until the resistance was sufficient.
After installation every pier was tested individually at 400 bar, about 20 tonnes, for at least 15 minutes, with no significant additional penetration.
An installation report with the depth and pressure of each pier.
Send us photos, a plan or the dimensions of the area. We reply within two working days.
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