Construction

The mine shafts will be sunk using well understood processes, with many around the world sunk to greater depths than those of Woodsmith Mine. The design of the shafts has been informed by the Company’s internal expertise, external consultants and the knowledge experience of our shaft sinking partners, who have many years of experience with similar projects around the globe.

This process has led to a design and construction methodology that is appropriate for the local geological conditions. The Project’s geology is very similar to that of Boulby mine, 18km north-west of the mine site, where two 1,100m deep shafts were sunk through a similar stratigraphy at the beginning of the 1970s and are still in operation today.

The Project’s design addresses the hydrogeological issues involved in passing through strata that act as aquifers, and a shaft lining regime has been selected which is suitable for all the identified geological conditions and effectively mitigates potential risks.

The shafts will be sunk in the following stages:

DIAPHRAGM WALLING

Shaft sinking

The upper sections of Woodsmith Mine's three shafts will all be built using diaphragm wall techniques to create the headgear chambers and foreshafts, to a depth of 120m.

Diaphragm walls are reinforced concrete retaining walls in the ground which act as a foundation and/or water barrier for deep underground structures, such as dams or subway stations.

Due to the ground conditions near the surface of the site, diaphragm walling was chosen to provide maximum strength and impermeability for this section of the mineshaft. It also enables the permanent winders to be installed from the outset, removing the need for the previously proposed 45m high temporary winding towers during construction, though a temporary winding tower will still be required for the main sink of the mineral transport system (MTS) shaft.

D-wall cross section

You can read more about the diaphragm walling process here


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