The use of cementitious linings to protect ore passes in the mining industry

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Ground Support in Mining and Underground Construction -Villaescusa & Potvin (eds.) © 2004 Taylor & Franc;s Group, London, ISBN 90 5809 6408

The use of cementitious linings to protect ore passes in the mining industry

D. Van Heerden Lafarge Aluminates Southern Africa

ABSTRACT: When developing a new mine, development of the ore pass system is a major capital expense. To prolong the life of the ore pass system the mine needs to ensure that these ore passes are adequately pro-tected when sUbjected to high stresses and adverse geological conditions. Various methods of attempting to

prolong the life of these ore passes have been tried in the South African Mining industry with varying degrees

of success. The most common method of lining ore passes today is by means of cementitious linings. Before developing an ore pass system the following need thorough investigation. The location of the ore pass, type of ore pass system to be used and the type of rock reinforcement to be used. The choice of the correct concrete as a lining material is critical (cement type and aggregate) to the durability of the lining. Laboratory results

must be evaluated and compared to practical experience gained from actual installations when available. The method of application must be evaluated comparing the advantages and disadvantages of each method. Detailed cost evaluation of the various options must be done. Once this investigation has been completed the

mine needs to carefully evaluate all the options available taking into account the cost to rehabilitate the ore

pass if the ore pass system fails. Only once all these steps have been completed the mine should decide on

which optiOIi to follow.

INTRODUCTION In any underground mine getting the blasted ore from underground into the process plant is critical to the success of the operation. Depending on the nature of the deposit being mined and type of mining method employed a good ore pass system is essential to achieving this. A mine's main ore pass system is expected to last until the mine closes but often design parameters used have not been investigated thoroughly enough and these ore passes start failing after only a few years in operation. This results in disruption to pro-duction, high rehabilitation costs and often total aban-donment of an ore pass system and redevelopment of new system. It is not always possible for an ore pass to operate without any problems until the day the mine closes, the life of an ore pass can however be cost effect-iveJy optimized with the use of good design principles. Good design principles must be based on theoret-ical, laboratory as well historical data. 2 DESIGNING A SUPPORT SYSTEM IN AN ORE PASS

According to Hagan and Acheampong (1999) the fol-lowing factors must be considered when designing a

support system in an ore pass. Condition of the rock mass and presence of geo-

logical features.

Initial and anticipated state of stress. Anticipated extent of failed rock.

Method of excavation, shape and inclination.

Purpose of ore pass and planned life. Tonnage to be handled.

Strategic importance and time required for installation.

2.1 Condition a/rock mass and state a/stress Ideally an ore pass should be located in a geologically stable area where little or no rock stress changes are anticipated. This however is not always the case. In the South African gold mining industry most

main ore pass systems are located within the shaft pillar

579 Figure 1. Rock failure around an unlined ore pass 3000 m below surface.

Figure 2. Simplified South African Mining rock properties

(COMRO 1998).

which is ideal as this is a static stress environment but virgin stresses can be in the region of 90 Mpa in the Deep South African gold mines. Figure 1 shows damage caused by stress to an ore pass located 3000 m underground in an area where weak rock was present. Rock types in South African Gold Mines are gener-ally competent, but not entirely homogeneous. Layers of quartzite of varying compositions are interbedded with weak shale bands and are transacted by occa-sional strong dyke and sill intrusive as indicated in figure 2 (An industry guide to methods of am elior at-ing the hazards of rock falls and rock bursts 1998). When an ore pass is located in such an area the possi-bility exists that the virgin stress could exceed the strength of the rock.

Apart from the inhomogeneties, other types of geo-logical weakness transect the rock mass; these also play an important part when deciding on the location of an ore pass system. Parting planes,joints and minor Figure 3. View down an ore pass which has scaled to an average diameter of approximately 8.0m. faults need to be considered when designing an ore pass system. Major faults and dykes need to be avoided. If the dip of the strata is favourable to the ore pass location the ore pass system should be developed at 90° or as close to 90° as possible to the strata. A detailed geological analysis of a planned ore pass location can be very valuable in identifying any adverse conditions which can result in an ore pass problems at a later stage. In the early stages of developing a mine the ore pass system can usually be moved to another location in close proximity to the original site without affect-ing the original mine design negatively if problems with the original location is anticipated. 2.2 Anticipated extent offailed rock As with any excavation underground it is important to install the permanent support as soon as possible. Delay in this installation could result in unnecessary failure of the rock around the ore pass making instal-lation of permanent support difficult resulting in high installed cost. If an ore pass has already failed and has to be rehabilitated it is difficult to anticipate the exact extent of the failed rock and this extent usually can only be realized once the rehabilitation has begun. Figure 3 shows an ore pass which was not adequately sup-ported and lined. The ore pass has now been resup~ parted and is ready for lining. 2.3 Method of excavation, shape and inclination The most common method of excavation of a main ore pass in the South African Mining industry is by means of raise boring. The raise bored ore pass will either be drilled to its required diameter and then sup-ported and lined which is an advantage as no fractures