Department of Civil Engineering

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.



Department of Civil Engineering