Case · Foundation repair

Case Erquelinnes: a subsiding house repaired with resin and Magnum push piers

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.

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Several hydraulic Magnum jacks pushing piers simultaneously along the side wall of a house

The case in numbers

Erquelinnes, 2026
ProblemCracks 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
Layout2 at the front façade, 6 along the left side wall, 1 at the rear
DepthUp to 15.85 m; seven piers to around 14.5 to 16 m
TestEach pier individually at 400 bar (± 20 tonnes) for at least 15 minutes
Lift20 to 30 mm, under control, along the side wall
ReportDepth and pressure per pier

The challenge

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.

Step by step

  • Mid-August 2026: ground under the foundation stabilised with expanding resin (Deep Lift)
  • End of August: foundation exposed locally to about 1 m below ground level
  • Nine Ø 76 mm Magnum Push Piers with friction lead installed, connected to the existing foundation with steel Magnum brackets
  • Each pier pushed segment by segment until the resistance was sufficient
  • 3 September: pushing along the side wall
  • Each pier tested individually at 400 bar for at least 15 minutes
  • Foundation lifted by 20 to 30 mm along the side wall and voids underneath filled by injection

Why two techniques?

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.

The result

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.

What can we do?

Deep Lift

Expanding resin strengthens the ground under the foundation, without digging.

Slab Lift

Sunken concrete floors back to level.

Frequently asked questions

How deep did the piers go?

Up to 15.85 m. Seven of the nine piers went to around 14.5 to 16 m, until the resistance was sufficient.

How do you know a pier carries the load?

After installation every pier was tested individually at 400 bar, about 20 tonnes, for at least 15 minutes, with no significant additional penetration.

What does the owner receive afterwards?

An installation report with the depth and pressure of each pier.

A project in mind?

Send us photos, a plan or the dimensions of the area. We reply within two working days.

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Read also: Foundation repair methods compared · Strengthening the foundation before you renovate or build up · Cracks from construction work next door