Geotechnical Engineering BCV502
Course Code: BCV502
Credits: 04
CIE Marks: 50
SEE Marks: 50
Total Marks: 100
Exam Hours: 03
Total Hours of Pedagogy: 40 hours Theory + 8-10 Lab slots
Teaching Hours/Weeks: [L:T:P:S] 3:0:2:0
INDEX PROPERTIES AND IS CLASSIFICATION
Index Properties: Phase Diagram, definitions, and their interrelationships. Determination of Index
properties, Types of soil structures and Clay Minerals, IS soil classification of Soil.
SOIL WATER-EFFECTIVE STRESS ANALYSIS
Soil Water: Permeability, Darcy’s law-assumption and validity, coefficient of permeability and its
determination (only laboratory method), permeability of stratified soils. Capillary phenomenon,
Flow net characteristics and applications.
Effective Stress Analysis: Effective stress concept-total stress, effective stress and Neutral stress.
COMPACTION AND CONSOLIDATION
Compaction: Principle of compaction, Standard and Modified proctor’s compaction tests, factors
affecting compaction, effect of compaction on soil properties, Field compaction control
Mass-spring analogy, Terzaghi’s one dimensional consolidation theory (No derivation).
Consolidation characteristics of soil (Cc, av, mv and Cv). Laboratory one dimensional consolidation
test, Pre-consolidation pressure and its determination by Casagrande’s method.
SHEAR STRENGTH
Concept of shear strength, Mohr–Coulomb Failure Criterion, Modified Mohr–Coulomb Criterion
Total and effective shear strength parameters, Measurement of shear strength parameters – Direct
shear test, unconfined compression test, triaxial compression test and field Vane shear test, Factors
affecting shear strength of soils.
BEARING CAPACITY AND SETTLEMENT
Bearing Capacity: Types of foundations, Determination of bearing capacity by Terzaghi’s and BIS
methods (IS: 6403), Modes of shear failure, Factors affecting Bearing capacity of soil. Effect of water
table and load eccentricity on bearing capacity of soil, Field methods of determining bearing
capacity of soil (SPT and plate load test).
Settlement: Types of settlements and importance, Computation of immediate and consolidation
settlement, permissible differential and total settlements (IS 8009 Part 1).