A new vertical shaft has been proposed to connect surface to existing workings at a depth of 1000m below ground. The shaft is to be a mineral hoisting shaft with the ability to act as an emergency egress and has a proposed circular shape of 6m diameter. The stratigraphy of the geological strata at the shaft site is as follows:
Depth from surface
|
Strata type
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0-20m
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Soil/overburden
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20-100m
|
Weak regolith
|
100-300m
|
Siltstone of moderate strength low water flow
|
300-400m
|
Impermeable shale of moderate strength
|
400-800m
|
Bunter sandstone of high strength, aquifer, high water flow
|
800-1000m
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Shales, medium strength, low water flow
|
The purpose of the exercise is for students to develop a shaft sinking and lining strategy for the site. The expectation is for students to compile a report of their findings, the report should include:
- Proposed excavation strategies
- Timelines/project management for the project
- Equipment and consumables used
- Costing's ( a useful source is the AusIMM monograph 'Cost estimation handbook')
- lining design
- sinking stage design
- shaft fittings
and any other salient points.