Digital data collection manages clashes

Below the water level was a forest of piles including demolished piles from previous generations of dolphin structures, and construction debris from other construction works. Additional piles for the new dolphin structures and walkways would add to the congestion.

In addition, clashes with existing wharf piles had to be avoided. To address this challenge, Aurecon used digital engineering tools for surveys and the engineering designs.

Pre-emptive digital site investigation works (geophysical and drilling) led to the discovery and confirmation of a tectonic Faultline.

Anchoring the relatively high pile tension forces, which were governed by a dolphin push-over requirement, posed a serious design issue and various engineering solutions were discussed (e.g. pre-post grouting of the affected area).

Reducing the pile anchor forces was the safest option and therefore, the push-over design requirement was revisited. After review of berthing procedures, the push-over design requirement was removed leading to lower pile tension forces easing anchoring requirements (Figure 1), and reducing the overall upfront CapEx by approximately AUD 15 million. The identification of a geotechnical issue before onsite construction therefore eliminated a major project risk.