DRIVEN PRECAST PILING

 

Balfour Beatty Ground Engineering

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The award of this prestigious GMP design and construct contract followed 9 months of consultation , planning and tendering. The new station is located on the main Glasgow to Edinburgh railway line at Hermiston Gait to the west of the city. It serves both the adjacent retail park and the office developments in Edinburgh Park. The station was designed to a high specification, to match the quality of the nearby office buildings. It includes passenger lifts, a footbridge, retail facilities and impressive hard and soft landscaping. By using previous station experience in the design process the amount of possession working required was minimised. The project has been nominated for a Saltire Society award for Civil Engineering.

Piling was required to support new modular platforms, a footbridge and the entire station building and involved works on both sides of the track.

Branlow used their small-scale mobile tracked rigs equipped with short masts to work next to the live railway. The use of low masts allowed areas of work to be undertaken in normal daylight hours without affecting the operation of the railway. Some works did involve piling during night shift possession periods.

The chosen solution developed by Branlows involved the installation of low noise low vibration piles using a bottom driven drop hammer technique installed using Branlow's specialist minipiling rigs. (Please see Branlow datasheets for further information on this technique and our recently published Noise and Vibration datasheet which illustrates the advantages of this method wherever noise and vibration are an issue).

During the piling works a sophisticated monitoring system was installed which monitored vibration levels to ensure the baseline levels (compatible with trains passing) were not exceeded. The system included an alarm but as the designated threshold levels were never exceeded the alarm stayed silent.

Scope of Piling Work:

  • 120 No. 300 KN piles (220mm dia.)

  • 18 No. 500 KN piles (273mm dia.)

  • 16 No. 700 KN piles (323mm dia.)

Pile depths averaged 6m to 10m. The piling works were completed within 5 to 6 weeks.

 

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