how did we optimise, earlier?

Working closely with McConnell Dowell during the tender phase, we minimised the risk of undertaking a MTBM operation with low headroom. This allowed the contractor to confidently propose their preferred methodology of a single 713m long thrust. 

We undertook advanced, fully-coupled finite element analysis to more accurately assess the predicted settlement, groundwater drawdown and all of the temporary works associated with the mTBM operation. 

Use of innovative analysis allowed us to assess the service crane as additional overburden at the launch shaft. This minimised the size of the thrust block required. 

expertise

location

Auckland

project team