CS3002 - Soil Mechanics and Geology
Credit points: | 03 |
Year: | 2013 |
Student Contribution Band: | Band 2 |
Administered by: | School of Engineering |
Introduction to engineering geology and geo-engineering; Basic geology: identification of rocks and minerals in relation to engineering problems, stratigraphy, structural geology, weathering and landscape formation, sediment processes, geomorphology, geological hazards. Soil Mechanics: seepage analysis (two-dimensional), pore pressure measurement and method of fragments; response of soils to stress changes, Terzaghi theory, consolidation and one-dimensional settlement, secondary compression; shear strength and compressibility, Mohr-Coulomb strength criteria for drained and undrained conditions, triaxial testing, peak and residual strength, stress paths; slope stability, infinite slope analysis, method of slices, Bishops method, GALENA; site investigation, CPT and other insitu tests, interpretation of CPT data. Case histories.
Learning Outcomes
- analyse cases of two-dimensional seepage in saturated soils;
- appreciate the significance of geological factors in geo-engineering problems;
- identify the rocks and minerals of most significance to civil and environmental engineering;
- make estimates of consolidation settlement;
- read and interpret geological maps;
- select appropriate strength parameters for analysis and investigate the stability of slopes using Bishops method;
- specify appropriate methods of soil site investigation and interpret the results.
Prerequisites: | CS2005 |
Availabilities | |
Townsville, Internal, Study Period 2 | |
Census Date 29-Aug-2013 | |
Coord/Lect: | Assoc. Professor Siva Sivakugan. |
Contact hours: |
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Assessment: | end of semester exam (50% - 70%); on-course assessment, some of which may be invigilated (30% - 50%). |
Note: Minor variations might occur due to the continuous Subject quality improvement process, and in case of minor variation(s) in assessment details, the Subject Outline represents the latest official information.