Case Study:

ReFORCE Jack Piling

Project location: Market Drayton, Shropshire.

A residential foundation stabilisation problem

We were invited to carry out structural levelling work to a 1980’s built garage. What made this particular levelling job interesting was that the rear of the building had settled by 180mm on average. This meant that when viewed from the side, an appreciable slope could be seen. We decided that this project could be efficiently completed using the ReFORCE micro pile solution.

Assessment of the subsiding structure

The construction was originally thought to have comprised concrete roof tiles, single skin brickwork and a raft foundation. Once we had started work we found that the raft foundation was, in fact, a strip foundation. The floor comprising a thin unreinforced ground bearing slab which effectively spanned between the inner tops of the strip foundation. This kind of construction made the levelling process still more interesting.

Installation of the ReFORCE micro jack piling system

The first stage was to carry out a careful level survey of the walls and slab so that a lifting plan could be developed. Such plans place limits on the amount to vertical displacement and force which can be applied to each jack. It was then time to install our standard ReFORCE piles under the walls and floor slab. ReFORCE piles contain a tubular structural micro-pile core. Used as a delivery system for the ReFORCE pile permeation grouted column, this strong structural tube forms an effective and reliable jacking point.

The micro-piles were set to precise depths so that the lift range could be achieved without extra shimming. Being a strip footing it was assumed that a comparatively weak concrete mix would have been used therefore additional piles were installed to compensate for this. In addition, dowels were inserted to connect the slab to the strip foundation to add a little more rigidity to the structure. The jack bodies were then epoxy glued into the foundation over the ReFORCE piles and then allowed to set.  In this case the jacks were controlled by tightening an high tensile steel bolt against the pile head. The resultant displacement is highly controllable and accurate and can minimise stresses caused by uneven lifting.

The result

A levelling accuracy of less than +/- 3mm across the structure, probably better than the original build.

Benefits of the ReFORCE micro pile solution

  • High load bearing capabilities
  • No excavation beneath footings
  • Extremely low disturbance to property
  • Fixed cost
  • 12 year insurance backed guarantee

Survey the structure

Careful level survey of the walls and slab was performed so that a lifting plan could be developed.

ReFORCE micro pile for the repair of subsidence and other foundation problems.

ReFORCE micro pile

Tubular structural micro-pile core.

Micro piles greased and prepared to begin the subsidence repair

The micro-piles were prepared for installation.

Placing the ReFORCE micro pile jack

Installation took place of our ReFORCE micro pile jacks. Our chosen method for underpinning foundations in structures such as this residential garage.

If your building suffers with subsidence structural engineering and micro-piling is the most efficient solution

ReFORCE micro pile jack installation

The micro piles were set to precise depths so that the lift range could be achieved without extra shimming.

repiling and leveling to an accurance of plus or minus 3mm

Repiling and leveling within 3mm

Repiling and leveling accuracy of +/- 3mm across the structure was achieved.

Signs of subsidence were heavy in this garage before the repiling was completed.

Signs of subsidence – before and after stabilisation

The garage was showing considerable signs of subsidence – we corrected the building by 180mm.

Geoengineering provided the solution on this subsiding garage using our ReFORCE micro-pile system.

Foundation stabilisation – geoengineering

We corrected the garage subsidence by 180mm using the ReFORCE geoengineering system.