Pedestrian and cyclist subway, Didcot, Oxfordshire, England

30m long, 5.9m wide, 3.6m high

 

 

A pedestrian and cyclist subway was required under a four track main line railway at Didcot, Oxfordshire, to provide access between a new housing development and Didcot town centre.

It was essential that neither the two ‘Intercity 125’ tracks nor the two local tracks should be closed or diverted. A ‘jacked box tunnel’ solution was therefore adopted.

The subway was to be installed approximately 1.7m below the railway sleepers. Ground conditions at the site comprised a loosely compacted silt-stone fill overlying soft clay. The ground water table was just below the box.

A single concrete box was constructed on a jacking base in a jacking pit to one side of the railway. A steel cellular shield was rigidly attached to the front of the box and two jacking rigs to the rear. The patented ‘anti-drag system’ (ADS) was used to control ground drag at the top of the box during tunnelling.The tunnel face was hand mined and the spoil removed by conveyor.

During tunnelling and subsequent grouting, speed restrictions of 40mph and 20mph were imposed on the high speed and local tracks respectively. After entering the shield through the jacking pit headwall, the tunnelling operation took just five days of continuous working to complete and required a maximum jacking force of 800t.

During tunnelling the tracks and embankment were regularly monitored and rail misalignment was corrected twice by a small track maintenance gang.

The subway box was installed to a horizontal alignment within 25mm of true, whilst vertical alignment was 55mm low at the front and 15mm low at the rear.

Accumulative ground surface settlement was limited to a maximum of 75mm, this occurring above the centre of the box. Accumulative horizontal movement of the ground surface in the direction of jacking was limited to a maximum of 25mm. These movements developed slowly and in a predictable manner.

On completion of tunnelling, the ADS ropes were removed and all perimeter voids were grouted. Reinforced brickwork retaining walls were then constructed in-situ to complete the subway.

This project was nominated by British Rail (Western) for an Institution of Civil Engineers merit award.

 

Client: British Rail (Western)

Designer: John Ropkins

Contractor: Jacked Structures Ltd

Scope of work: Design and construct

Contract period: 9.5 months

Completion date: June 1989

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