Foundation Engineering
Course Objective:
The objective of this course is to provide the student with the basic concepts and tools that can be used to determine the structure/ foundation/ soil interactions. The courses include a review of soil mechanics principles and deal with a variety of foundations and retaining walls.
- Introduction [1 hour]
- Foundation Engineering, Importance and purpose
- Classification and general requirement
- Factors influencing the choice of a foundation
- Selection of the type
- Soil Exploration [6 Hours]
- Introduction
- Methods of exploration
- Planning the exploration programme
- Method of boring
- Soil sampling and soil samplers
- Vertical and lateral extent of borings
- Field tests like Penetration test( Standard Penetration Test, Static Cone Penetration Test, Dynamic Cone Penetration Test) Pressure meter tests, dialatometer test and field Vane shear test.
- Ground water observations
- Borehole logs
- Site investigation reports
- Lateral Earth Pressure Theories and Retaining Walls [10 Hours]
- Introduction
- Effect of wall movement on Earth pressure
- Earth pressure at Rest
- Classical Earth Pressure Theories
- Rankine’s theory
- Coulomb’s theory
- Yielding of wall of limited height
- Graphical solution for coulomb’s earth pressure
- Trial wedge method for earth pressure
- Proportioning of retaining walls
- Stability of retaining walls
- Arching in Soils and Braced Cuts [3 Hours]
- Arching in soils
- Braced excavations
- Earth pressure against bracings in cuts
- Heave of the bottom of cut in soft clays
- Strut loads
- Deep cuts in sand
- Deep cut in saturated, soft to medium clays
- Flexible Retaining Structures and Coffer Dams [3 Hours]
- Introduction
- Cantilever sheet pile wall
- Anchored wall
- Coffer dams
- Bearing Capacity and Settlement of Shallow Foundations [6 Hours]
- Introduction
- Basic Definitions and their relationship.
- Principle modes of soil failure
- Bearing capacity by classical Earth pressure theory of Rankine
- Pauker and Bell‘s bearing capacity theory of failure
- Prandtl’s theory of failure
- Terzaghi’s method of determining bearing capacity of soil
- Effect of water table on bearing capacity
- Extension of Terzaghis bearing capacity theory
- Recent bearing capacity theories
- Bearing capacity from In-situ tests (Plate load test)
- Types of settlement and their relationships.
- Allowable settlement and allowable bearing pressure
- Steps involved in the proportion of footings
- Mat Foundations [3 Hours]
- Introduction
- Common types of mat foundation
- Bearing capacity and settlement of mat foundations
- Compensated foundation
- Analysis of mat foundation
- Pile Foundations [6 Hours]
- Introduction
- Types and uses of piles
- Construction of piles
- Selection of pile type
- Types of foundations to suit subsoil conditions
- Pile driving formula
- Static pile load formulae
- Load test on piles
- Dynamics pile formulae
- Pile capacity from in-situ tests.
- Group action of piles
- Negative skin friction
- Laterally load piles
- Piles subjected to uplift loads
- Well Foundations [4 Hours]
- Introduction
- Types of wells or caissons
- Components of a well foundation
- Shapes of wells
- Depth of a well foundation
- Forces acting on well foundation
- Lateral stability of well foundation
- Construction and sinking of a well
- Foundation Soil Improvements [3 Hours]
- Introduction
- Mechanical compaction.
- Dynamic compaction.
- Preloading
- Sand compaction piles and stone columns
- Soil stabilisation by use of admixtures
- Soil stabilisation by injection of suitable grouts
Tutorials:
There shall be related tutorials exercised in class and given as regular homework exercises. Tutorials can be as following for each specified chapters.
- Introduction (0.5 hour): Theory; definition and concept type questions.
- Soil Exploration (2.0 hours) : Theory; definition, numerical examples types of questions.
- Lateral Earth Pressure Theories and Retaining Walls (3.0 hours) : Concept type; practical examples and numerical type questions. :: There can be tutorials for each sub-section
- Arching in Soils and Braced Cuts (1.0 hours) : Definition type; Practical example type and numerical type questions
- Flexible Retaining Structures and Coffer Dams (1.0 hour) : Definition type; Practical example type and numerical type questions.
- Bearing Capacity and Settlement of Shallow Foundations (2.5 hours): Concept type; definition type; Practical example type numerical examples type with diagrams questions. :: There can be tutorials for each sub-section.
- Mat Foundations (1.0 hour) : Concept type; definition type; Practical example type questions. :: There can be tutorials for each sub-section.
- Pile Foundations (2.0 hour) : Definition type; numerical examples type questions. Practical example type questions. :: There can be tutorials for each sub-section.
- Well Foundations (1.0 hours) : Concept type; definition type; numerical examples and Practical type questions. :: There can be tutorials for each sub-section.
- Foundations Soil Improvements (1.0 hours) : Concept type; definition type and Practical type questions. :: There can be tutorials for each sub-section.
Laboratories
Field tests on penetration test.
One observation tour of a site investigation projects and each student should prepare a brief report on the basis of prescribed data-format.
References
- “Foundation Analysis and Design” Joseph E.Bowels. McGraw-Hill International Editions, Fifth Edition, 1997
- “Principles of Foundation Engineering” Braja M. Das, Fifth Edition, 2003. Thomson/Brookscole
- “Basic and Applied soil mechanics “Gopal Ranjan and ASR Rao, Second Edition New Age International publishers,2000
- “Soil mechanics and Foundation Engineering” K. R. Arora Standard Publisher Distribution 1997
- “A Text Book of Soil Mechanics and Foundation Engineering in SI units “V.N.S. Murthy UBS Publishers Distributors Ltd.Fourth Edition 1993.
- ”A Text Book of Foundation Engineering”, Dr. R.K.Poudel and R.Neupane, 1st Edition, 2006.
- “Pile Foundation Analysis and Design” H.G.Poulos and E.H.Davis, John Wiley and Sons, 1980
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Mark Distribution* |
1. |
1 |
2 |
2. |
6 |
12 |
3. |
10 |
16 |
4. |
3 |
4 |
5. |
3 |
4 |
6. |
6 |
12 |
7. |
3 |
6 |
8. |
6 |
12 |
9. |
4 |
8 |
10. |
3 |
4 |
Total |
45 |
80 |
*Note: There may be minor deviation in marks distribution.
|