Undergraduate Course: Computational Geomechanics 5 (CIVE11036)
Course Outline
| School | School of Engineering |
College | College of Science and Engineering |
| Course type | Standard |
Availability | Available to all students |
| Credit level (Normal year taken) | SCQF Level 11 (Year 5 Undergraduate) |
Credits | 10 |
| Home subject area | Civil |
Other subject area | None |
| Course website |
None |
Taught in Gaelic? | No |
| Course description | This course provides ways to understand and describe mechanical behaviour of geomaterials from a computational modelling point of view. Plasticity theory and models as well as their integration algorithms will be presented for geomaterial constitutive behaviour. Discrete modelling will also be introduced as a complimentary approach to continuum theory. It will show how geotechnical engineering problems, such as consolidation, bearing capacity and slop stability, are modelled and solved using numerical approaches. |
Entry Requirements (not applicable to Visiting Students)
| Pre-requisites |
It is RECOMMENDED that students have passed
Geotechnical Engineering 3 (CIVE09016)
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Co-requisites | |
| Prohibited Combinations | |
Other requirements | None |
| Additional Costs | None |
Information for Visiting Students
| Pre-requisites | None |
| Displayed in Visiting Students Prospectus? | Yes |
Course Delivery Information
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| Delivery period: 2014/15 Semester 2, Available to all students (SV1)
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Learn enabled: Yes |
Quota: None |
|
Web Timetable |
Web Timetable |
| Course Start Date |
12/01/2015 |
| Breakdown of Learning and Teaching activities (Further Info) |
Total Hours:
100
(
Lecture Hours 22,
Seminar/Tutorial Hours 11,
Summative Assessment Hours 1.5,
Programme Level Learning and Teaching Hours 2,
Directed Learning and Independent Learning Hours
64 )
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| Additional Notes |
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| Breakdown of Assessment Methods (Further Info) |
Written Exam
70 %,
Coursework
30 %,
Practical Exam
0 %
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| Exam Information |
| Exam Diet |
Paper Name |
Hours & Minutes |
|
| Main Exam Diet S2 (April/May) | | 1:30 | |
Summary of Intended Learning Outcomes
The achievement of the learning objectives in this course will be measured through the students' ability to
- distinguish between different types of constitutive models and identify the appropriate model according to the soil types and loading conditions
- select the correct integration algorithm for a specific constitutive model
- understand basic concepts and models for discrete modelling
- understand numerical procedures and interpret the results in the geotechnical engineering context
- conduct computer simulations to solve geotechnical engineering problems using finite and discrete element methods |
Assessment Information
The assessment will be made on the basis of:
Projects 30%
Degree examination 70%
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Special Arrangements
| None |
Additional Information
| Academic description |
Not entered |
| Syllabus |
Lecture Topics:
1. Introduction
- course content and schedule
- why is a numerical approach needed in the geotechnical engineering context
2. Discrete modelling
- discrete versus continuum modelling
- introduction to discrete element method (DEM)
- DEM solution procedure, contact model and detect algorithms
3. One-dimensional (1D) plasticity
- plasticity theory basics
- 1D frictional models
- the initial boundary-value problem (IBVP)
- integration algorithm
- finite-element solution of the elastoplastic IBVP
4. Classical plasticity and soil behaviour
- general framework of classical plasticity
- elastic models; and plastic models: Tresca, Huber-von Mises, Mohr-Coulomb,
Drucker-Prager, Lade-Duncan, Cam clay
- integration algorithms
- Soil behaviour and its relation to the constitutive models
5. Numerical solution of geotechnical engineering problems
- general procedure
- examples: 1D consolidation, triaxial test, embankment, foundation
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| Transferable skills |
Computational skills. |
| Reading list |
(1) C. O'Sullivan. Particulate Discrete Element Modelling : a Geomechanics Perspective. Spon Press, 2011. (Chapters 1, 2, 3 and 12)
(2) C.S. Desai and H.J. Siriwardane. Constitutive Laws for Engineering Materials. Prentice-Hall, 1984. (Chapters 1, 3, 4, 5, 6, 9, 10 and 11)
(3) J.C. Simo and T.J.R. Hughes. Computational Inelasticity. Springer, 1998. (Chapter 1)
(4) S. Helwany. Applied Soil Mechanics with ABAQUS Applications. John Wiley & Sons, 2007. (Chapter 2)
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| Study Abroad |
Not entered |
| Study Pattern |
Not entered |
| Keywords | Not entered |
Contacts
| Course organiser | Dr Jin Sun
Tel: (0131 6)51 9028
Email: |
Course secretary | Mr Craig Hovell
Tel: (0131 6)51 7080
Email: |
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