Semester: |
5 |
|||||||
Course Code: |
CE3070 |
|||||||
Course Name: |
Geotechnical Engineering and Design I |
|||||||
Credit Value: |
3 (Notional hours: 150) |
|||||||
Prerequisites: |
CE2140 |
|||||||
Core/Optional |
Core |
|||||||
Hourly Breakdown |
Lecture hrs. |
Tutorial hrs. |
Practical hrs. |
Assignment hrs. |
Independent Learning & Assessment hrs. |
|||
35 |
4 |
2 |
10 |
99 |
||||
Course Aim: To impart knowledge on analysis and design of geotechnical structures such as retaining structures, shallow foundations and provisional structures, and conducting site investigations and ground modifications.
Intended Learning Outcomes: On successful completion of the course, the students should be able to; ➢ analyze and design internally and externally stabilized retaining structures using earth pressure theories conforming to Eurocode 7 (EC7). ➢ analyze and design shallow foundations in cohesive and cohesionless soils conforming to EC7. ➢ organize and perform a site investigation programme to obtain material profile and parameters required for design and propose appropriate ground modification methods where necessary. ➢ analyze and design provisional structures such as sheet pile walls and braced cuts conforming to EC7. |
||||||||
Course Content: ➢ Introduction to Eurocode 7: Relevant codes, geotechnical risk, action and resistance, ultimate limit state; Different limit states, design approaches and partial factors, Serviceability limit state; Action and performance criteria. ➢ Lateral earth pressure & retaining walls: Types of retaining structures, active and passive earth pressure, Rankine theory, Coulomb theory, stability analyses, detailing of retaining walls, internally stabilized walls; introduction, design criteria, methods of analyses, design of an earth retaining structure. ➢ Shallow foundations: Foundation types, bearing capacity failure, bearing capacity theory, general bearing capacity equation for short-term and long-term loading, EC7 guidelines for shallow foundation design, eccentric and inclined loading, elastic and consolidation settlement, use of computer software for analysis of shallow foundations, design of shallow foundations. ➢ Site investigation: Purpose of site investigation, direct methods of subsurface exploration, direct and indirect methods of site investigation, sampling and sampling methods, site investigation report. ➢ Ground improvement: Introduction, different methods of ground improvement, mechanisms and limitations of different methods ➢ Provisional structures: Sheet piles; Introduction, cantilevered and anchored sheet pile walls, methods of analyses, effect of water table, Braced excavations; Introduction, pressure envelopes for sand and clay, analysis and design of components, bottom heave. |
||||||||
Teaching /Learning Methods: Classroom lectures, tutorial discussions, supervised design exercises, software demonstrations, laboratory demonstrations |
||||||||
Assessment Strategy: |
||||||||
Continuous Assessment
40% |
Final Assessment
60% |
|||||||
Details: Quizzes 30% Design reports 10% |
Theory (%)
60 |
Practical (%)
- |
Other (%)
- |
|||||
Recommended Reading: ➢ Das, B.M., & Sivakugan, N. (2017). Principles of Foundation Engineering, 9th edn, Cengage. ➢ Jie Han. (2015). Principles and Practice of Ground Improvement, 1st edn, Wiley. ➢ Smith, I. (2014). Smith’s Element of Soil Mechanics (Design to Eurocode), 9th edn, Blackwell publishing. ➢ Robert, M.K. (2012). Designing with geosynthetics, 6th edn, Prentice Hall. ➢ Coduto, D.P. (2011). Geotechnical Engineering: principles and practices, 2nd edn, Pearson. ➢ EN 1997-2:2007, Eurocode 7 - Geotechnical design - Part 2: Ground investigation and testing, CEN. ➢ Robert, W.D. (1999). Geotechnical and foundation engineering: design & constructions, McGraw- Hill. ➢ Bowles, J.E. (1997). Foundation analysis and design, 5th edn, McGraw Hill. ➢ Plaxis Version 8, Reference and tutorial manuals. |
||||||||