Soil Mechanics and Foundation Engineering
Course Objective:
After completion of this course, the students will be familiar about the fundamental properties, behaviour of soil under different load condition and environment around and nature of soil.
- Introduction (2 hours)
- Definition of soil and Rock
- Importance of Soil Mechanics and soil Problems
- Historical Development
- Soil formation and Soil types
- Physical and Index Properties of Soils(6 hours)
- Phase Diagrams
- Basic Definition of Phase relationship
- volume weight relationships
- Water Content Determination
- Insitu Unit Weight Determination
- Index Properties of Soil
- soil Grained and Soil Aggregate Properties of Soil
- Sieve Analysis and Sedimentation analysis
- Relative Density and Atterberg's Limits
- Soil Classification and Identification(3 hours)
- Field identification of Fine and Coarse Grained Soil
- Soil Classification as per
- Unified Soil Classification
- IS Classification
- MIT, US Bureau and International classification System
- Textural Classification System
- Soil-Water Integration(4 hours)
- Type of Soil Water
- Flow of Water Through Soil Mass-Darcy's Law
- Permeability of Soils
- Permeability of Stratified Soil Deposits
- Determination of Coefficient of Permeability of soil by Laboratory and Field Methods
- Soil Compaction(3 hours)
- Definition of Compaction
- Factors Affecting compaction
- Engineering Significance of Compaction
- Moisture-Density Relationship and Degree of Compaction
- Zero air Soil Line
- Laboratory test
- Field Compaction and Compaction Control
- Principle of Effective Stress(5 hours)
- Stress in subsoil
- Effective Stress Principle / Physical meaning of Effective Stress
- Computation of Effective Stress for the Static and Flow conditions
- Capillarity in soils
- Quick sand Condition and Remedial Measures
- Seepage Pressure
- Flow Nets and their application
- Shear Strength of Soils (5 hours)
- Concept of Shear Strength
- Principle Planes and Principle Stresses
- Mohr's Stress circle and Failure Envelope
- Mohr-Coulomb theory of Shear Strength
- Relation Between Principle Stresses at Failure
- Critical Void ratio
- Types of Shear Tests
- Measurement of Shear Strength in Laboratory
- Consolidation and Settlement(4 hours)
- Difference between compaction and Consolidation
- Type of Earth Pressure
- Effect of Wall Movement on Earth Pressure
- Tarzaghi's Piston Spring Analogy for Primary Consolidation
- Consolidation Tests
- Pressures-Void Relationship
- Settlement Calculation
- Earth Pressure (5 hours)
- Introduction to Earth Pressure
- Types of Earth Pressure
- Effect of Wall Movement on Earth Pressure
- Rankine's Earth Pressure Theory
- Computation of Active and Passive Earth Pressure on Backfill by Rankine's Theory
- Coulomb's Earth Pressure Theory
- Stability Analysis on Earth Retaining Structures
- Foundation (3 hours)
- Definition and Types of Foundation
- Types of Shallow and Deep Foundation
- Functions of Foundation
- Location and Depth of Foundation
- Factors Affecting Types of foundation
- Concept of Spread and Mat Foundation
- Site Investigation for Foundation
- Bearing Capacity and Settlement of Shallow Foundations(5 hours)
- Basic Definition
- Factors Affecting Bearing Capacity
- Types of Shear Failures
- Tarzaghi's General Bearing Capacity Theory
- Ultimate Bearing Capacity in Cohesive and Cohesionless Soils
- Foundation settlement
- Insitu Test of Bearing Capacity
Tutorials
- Numerical Problems on three phase diagrams of soils.
- Numerical Problems on soil water and permeability of soils.
- Numerical Problems on soil compaction
- Numerical Problems on effective stress
- Numerical Problems on shear strength of soils
- Numerical Problems on Press void relationship and settlement due to primary consolidation of soils
- Numerical Problems on earth pressure and stability analysis of retaining structure
- Numerical problems on bearing capacity of soils.
Laboratories:
- Determination of Water Content by oven drying method
- Determination of Water Content by pycnometer method
- Determination of specific gravity by pycnometer method
- Determination of field density by core cutter methods
- Determination of field density by sand replacement methods
- Sieve analysis of coarse grained Soil
- Hydrometer analysis of fine grained soil
- Determination of liquid limit and plastic limit of fine grained soil
- Determination of coefficient of permeability by constant head and variable head permeameter test method
- Proctor compaction test of soil
- Unconfined compression test of soil
- Direct shear test of soil
References:
- Basic and Applied Soil Mechanics by Gopal Rajan; New Age International (P) Limited
- Soil Mechanics and Foundation Engineering by b.C.Punmia. Laxmi Publications Pvt. Ltd.
- A Textbook of soil Mechanics and Foundation Engineering by V.N.S Murthy. UBS Publishers and Distributors.
- Soil Mechanics and Foundation 'Engineering by K.R. Arora. Standard Book House, New Delhi.
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below
Chapter |
Hours |
Mark Distribution* |
1 |
2 |
16 |
2 |
6 |
3 |
3 |
16 |
4 |
4 |
5 |
3 |
6 |
5 |
8 |
7 |
5 |
8 |
8 |
4 |
8 |
9 |
5 |
8 |
10 |
3 |
16 |
11 |
5 |
Total |
45 |
80 |
*Note: There may be a minor deviation in marks distribution