The new Arden, Parkville and Anzac stations and the entrances to the tunnels will be built using the cut and cover construction technique.

The technique works by putting a construction site (enclosed in an acoustic shed) located next to a diverted road as the proposed station box is built below.

Using excavation equipment, a large trench or rectangular hole in the ground is dug which is then covered by a concrete deck.

Once the deck is in place, surface activity can largely resume as construction works continue below.

During construction of the stations, poured concrete or pre-cast panels are used to form the various levels and internal structures, similar to the construction of the underground basements of high rise buildings.

Cut and cover construction technique. The construction site (enclosed in an acoustic shed) may be located next to a diverted road as the proposed station box is built below.

Cut and cover construction method

1. Installation of retaining wall

The underground retaining wall, which is usually a concrete diaphragm wall, is installed before excavation commences.

2. Excavation and installation of steel strut

The soil is excavated to just below the roof slab level of the underground structure. Struts are installed to support the retaining walls, which in turn support the soil at the sides.

Excavation and installation of steel strut

3. Installation of decking and roof slab

The roof slab is constructed and decking is installed at ground level. Vehicles can use the decking while construction takes place below

The roof slab not only provides a massive support across excavation, it also acts as a noise barrier. A roof opening is also constructed as excavation continues below.

4. Construction of station box

The next level of slab is constructed with a opening and strut, then the process progresses downwards until the base slab is completed.

Step four of cut and cover method.

5. Installation of side walls and base slab

The side walls are constructed upwards, followed by removal of the intermediate struts below roof slab. The access openings on the roof slab are then sealed.

Installation of side walls and base slabs

6. Backfilling and reinstatement

The soil is then backfilled to the top strut level before the strut is removed. This is followed by backfilling the top of the underground structure and reinstating the surface area including the road.