A 10 metre high retaining wall required temporary lateral restraint to enable permanent structural ties to be installed safely was erected and commisioned by TR Services.

A concrete thrust pad was cast into the ground and a 25 metre long tube and fitting structure was erected using the thrust pad as means to transfer imposed lateral loads back to ground.

The temporary lateral restraint structure was designed with access platforms at pre-determined levels to enable permanent structural work to be carried out safely.