Contact:
  • Combe Down Stone Mines
  • Address:
    Bath & North East Somerset Council, 10 Palace Yard Mews, Bath, BA1 2NH
  • E-mail:
    stone_mines@bathnes.gov.uk
  • Telephone:
    01225 477200
  • Fax:
    01225 425249
  • Minicom:
    N/A
  • Page Updated:
    24/04/2008
  • Author:
    Vanessa Dale
A to Z Index

Stabilisation Works

Firs Field Works Compound

Firs Field Compound

The works compound on Firs Field was established for the project and has increased in size for the main scheme.

As the worksite is located in the heart of the village we have been careful to hand back any areas of the field to public use as and when we can and the Project is considerate about the appearance of the site.

Roadways

Steel Roadway

Roadways are required to provide safe access for Project personnel entering the mines.  Because the mines are unsafe, engineers are not able to carry out surveys or design stabilisation areas until protective roadways have been built. These underground roadways are built by miners from steel and provide a protective ‘cage’ for engineers to survey the mine extent and mine condition and develop engineering design.  The roadways are also used to support the shuttering to contain the foam concrete which is poured in lifts and allowed to set.

These roadways will be supported either by steel or timber and are required for the following reasons:

 

  • Protection of the underground workers
  • Ventilation
  • Drainage
  • To compartmentalise the mines so it is easier to work
  • Provide permanent routes for the bats 
  • Future monitoring and maintenance

The roadways are built according to the mine manager’s support rules, and no existing pillars are removed. The roadways are built around the pillars, so they are not be straight.

It is likely that most of the roadways in the east Firs will be infilled once that part of the mines has been stabilised.  Due to the mines being a rich habitat for protected bat species, the design allows continued bat use by using open supports as well as structurally supporting historical shafts to improve ventilation.  

Foamed Concrete

Foamed Concrete Pour

Foamed concrete has been selected as a novel solution for the large scale infilling of old mine works as part of an ongoing project for the stabilisation of the historical stone mines in Combe Down.  It is planned for over 400,000 m3 of foamed concrete to be placed in the shallow underground mines, which potentially cover more than 25 hectares. This is the single largest application of foamed concrete on a project in the UK.

Through rigorous testing, foam concrete has been proven to have no significant impact on groundwater quality and provides a cured strength for a minimum 100 years support. A further advantage of this material is its ability to generate 3 times the volume of raw material during mixing e.g. 1 cubic metre of limestone dust and cement combined will be able to generate 3 cubic metres of foam concrete. This therefore reduces tonnage and cost of raw material deliveries to site, noise, traffic and potential dust implications.

The main use of foamed concrete worldwide is in the production of precast lightweight blocks for building construction. Foamed concrete has also been used in situ as a lightweight material to infill large voids, for example disused trenches, cellars or sewers.

Foamed concrete has been proven in the past Emergency Works programme to be both a cost effective and practical method of stabilisation which satisfies best value criteria.

Foamed concrete has been selected as the prime material for infilling the mines because it is:

  • Environmentally friendly
  • Strong
  • Free flowing – the flow characteristics of the foamed concrete can be changed to take into account the different ground conditions encountered in the mines. Therefore, it flows into collapse areas with ease.
  • Versatile – it can be delivered underground more easily than normal concrete. It is also self levelling and self compacting.

Foamed concrete has also been chosen as it reduces the amount of concrete base mix required while still exceeding the strength requirements (1 MN/m²). By using foamed concrete the quantity of raw materials and therefore, delivery lorries, can be reduced significantly.

Prior to stabilisation with foamed concrete, preparatory works are required to contain the material during its placement underground. Generally, the preparatory works entail subdivision of the mine into a number of discrete zones, termed stabilisation areas.

In accessible areas of the mines, steel or timber underground roadways are constructed to provide safe access to the mine workings and to define the perimeter boundaries of the stabilisation areas. The roadways themselves are not a stabilisation method and do not provide permanent structural support. They form, however, an important part of the drainage system.

To contain the foamed concrete, re-usable plywood shuttering panels are fixed to the steel roadways, which are removed once the concrete has gained sufficient strength. Where underground access is not possible, foamed concrete infill is confined mainly by the installation of a sand or grout curtain, placed from the surface through closely spaced boreholes.

Validation drilling from the surface is carried out to ensure that the foamed concrete has adequately infilled the stabilisation area.

Foamed concrete has proven to be a viable option for mine stabilisation, especially in the unique circumstances which exist at Combe Down. The specification which has been developed specifically for the project has demonstrated that high quality control can be achieved. The project design criteria, which are of necessity very strict, have been complied with in full.