Soil Mechanics with Mine Tailings Engineering - 2024 entry
| MODULE TITLE | Soil Mechanics with Mine Tailings Engineering | CREDIT VALUE | 15 |
|---|---|---|---|
| MODULE CODE | CSMM444 | MODULE CONVENER | Prof Karen Hudson-Edwards (Coordinator) |
| DURATION: TERM | 1 | 2 | 3 |
|---|---|---|---|
| DURATION: WEEKS | 11 | 0 | 0 |
| Number of Students Taking Module (anticipated) | 25 |
|---|
The course is designed for graduate students in various branches of engineering that are concerned with the engineering and hydrologic behaviour of earth systems, including geohazards, geotechnical engineering, geological engineering, environmental engineering and mining engineering. The module focuses on tailings dams and embankment dams and includes laboratory analysis to determine the key failure mechanisms of fine-grained material such as mine tailings.
This module will introduce you to the analyses often used in the design of embankment gravity, embedded and reinforced soil retaining walls, simple shallow and pile foundations, the assessment of slope stability and slope stabilisation schemes. It will build on the basic concepts of soil mechanics, and provide a basis for geotechnical design of embankment walls used widely in the mining industry.
Prerequisite module: None
- To introduce you to the form of and typical methods of construction for geotechnical structures.
- To provide you with the skills to investigate quantitatively the stability of unreinforced and piled slopes; gravity, embedded and reinforced soil retaining walls; and simple foundations.
- To understand the importance of pore water pressures, and assess the impact of changes in pore water pressure on the stability of geotechnical structures.
- To apply suitable factors to limit state calculations to meet the demands of real life situations.
On successful completion of this module you should be able to:
Module Specific Skills and Knowledge
1. Tailings storage facilities and how they are constructed.
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The mechanisms of tailings storage facility failure
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The difference between total and effective stress analysis & the importance of pore water pressure.
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The theoretical scientific basis of traditional limit-based design calculations.
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Use engineering IT tools to aid in the analysis and design of embedded retaining structures.
Discipline Specific Skills and Knowledge
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Calculate lateral and shear stresses on retaining walls and foundations.
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Apply factors of safety and standard empirical modifications to the basic limit-state calculations to meet the demands of real situations.
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Investigate quantitatively the stability of unreinforced and piled slopes; gravity, embedded and reinforced soil retaining walls; and simple foundations using total or effective stress analysis as appropriate.
Personal and Key Transferable / Employment Skills and Knowledge
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Time management
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Engineering approach to solution of problems
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Effective communication through written reports
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Creativity and innovation in problem solving
This module will cover the following topics:
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Tailings storage facility failures and the Global Tailings Standard
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Seepage and hydraulic conductivity
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Flow nets
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Physical properties of tailings
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Effective stress and shear strength
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Triaxial tests
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Compressibility and consolidation of mine tailings
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Foundations and foundation design
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Tailings storage facility management and dam building strategies
| Scheduled Learning & Teaching Activities | 36 | Guided Independent Study | 114 | Placement / Study Abroad | 0 |
|---|
| Category | Hours of study time | Description |
| Scheduled learning and teaching activities | 33 | Lectures |
| Scheduled learning and teaching activities | 6 | Laboratory Practical |
| Guided independent study | 114 | Private study |
| Form of Assessment | Size of Assessment (e.g. duration/length) | ILOs Assessed | Feedback Method |
|---|---|---|---|
| Not applicable |
| Coursework | 40 | Written Exams | 60 | Practical Exams | 0 |
|---|
| Form of Assessment | % of Credit | Size of Assessment (e.g. duration/length) | ILOs Assessed | Feedback Method |
|---|---|---|---|---|
| Examination | 60 | 2 hours | 1-11 | Verbal |
| Liquid and Plastic Limit Laboratory Practical | 40 | 8 hours | (1-3) (5-12) | Written |
| Original Form of Assessment | Form of Re-assessment | ILOs Re-assessed | Time Scale for Re-assessment |
|---|---|---|---|
| Liquid and Plastic Limit Laboratory Practical | Additional assessment | As above | Ref/Def period |
| Examination | Additional assessment | As above | Ref/Def period |
Deferral – if you have been deferred for any assessment you will be expected to submit the relevant assessment. The mark given for a re-assessment taken as a result of deferral will not be capped and will be treated as it would be if it were your first attempt at the assessment.
Referral – if you have failed the module overall (i.e. a final overall module mark of less than 50%) you will be expected to submit the relevant assessment. The mark given for a re- assessment taken as a result of referral will be capped at 50%.
information that you are expected to consult. Further guidance will be provided by the Module Convener
ELE – http://vle.exeter.ac.uk/
Reading list for this module:
| Type | Author | Title | Edition | Publisher | Year | ISBN |
|---|---|---|---|---|---|---|
| Set | Powrie, W | Soil Mechanics: Concepts and Applications | 2014 | |||
| Set | Powrie, W | Solutions Manual for Soil Mechanics: Concepts and Applications | 2014 | |||
| Set | Craig, R. F. | Soil Mechanics | 6th | E & FN Spon | 1997 |
| CREDIT VALUE | 15 | ECTS VALUE | 7.5 |
|---|---|---|---|
| PRE-REQUISITE MODULES | None |
|---|---|
| CO-REQUISITE MODULES | None |
| NQF LEVEL (FHEQ) | 6 | AVAILABLE AS DISTANCE LEARNING | No |
|---|---|---|---|
| ORIGIN DATE | Monday 20th May 2019 | LAST REVISION DATE | Friday 6th December 2024 |
| KEY WORDS SEARCH | Soil Mechanics, Mine Tailings, Embankment and Foundation Design, Geotechnical Engineering |
|---|
Please note that all modules are subject to change, please get in touch if you have any questions about this module.


