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MUMBAI UNIVERSITY BE CIVIL ENGINEERING 5TH SEMESTER SYLLABUS
CEC501 Structural Analysis – II
CEC502 Geotechnical Engg.– I
CEC503 Building Design and Drawing – II
CEC504 Applied Hydraulics – I
CEC505 Transportation Engg. – I
CEC506 Business and Communication Ethics

Structural Analysis –II
1. General
Types of structures occurring in practice, their classification. Stable and
unstable structures, statically and kinematical determinacy indeterminacy of
structure. Symmetric structures, symmetrical & anti-symmetrical loads,
distinction between linear and non-linear behaviors of material and
geometric non-linearity.

2. Deflection of statically determinate structures
Review of general theorems based on virtual work energy methods,
introduction to the concept of complimentary energy, absolute & relative
deflection caused by loads, temperature changes settlement of supports,
application to beams, pin jointed frames, rigid jointed frames.

3. Analysis of indeterminate structures by flexibility method
Flexibility coefficients their use in formulation of compatibility equations.
Fixed Beams, Application of the Clapeyron‘s Theorem of Three Moments.
Castigliaonos theorem of least work, application of above methods to
propped cantilevers, fixed beams, continuous beam, simple pin jointed
frames including effect of lack of fit for members, simple rigid jointed
frames, two hinged parabolic arches.

4. Analysis of indeterminate structures by stiffness method
Stiffness coefficients for prismatic members, their use for formulation of
equilibrium equations, direct stiffness method, Slope deflection method,
Moment distribution method. Application of the above methods to
indeterminate beams & simple rigid jointed frames, rigid jointed frames with
inclined member but having only one translation degree of freedom
including the effect of settlement of supports.

5. Introduction to plastic analysis of Steel structures
Concept of plastic hinge, plastic moment carrying capacity, shape factor,
determination of collapse load for single and multiple span beams.
Geotechnical Engineering –I
1. Introduction
i. Definitions: Rock, Soil - origin & formation, Soil mechanics, Rock
mechanics, Soil engineering, Geotechnical engineering.
ii. Scope of soil engineering- Importance of field exploration &
characterization, design construction phases of foundations, post
construction phase monitoring.
iii. Limitations of soil engineering.
iv. Cohesionless cohesive soil; Terminology of different types of soil.

2. Basic definitions and relationships
i. Soil as three phase and two phase system in terms of weight, volume,
void ratio, porosity.
ii. Weight, volume weight–volume relationships: water content, void
ratio, porosity, degree of saturation, air voids, air content, unit
weights, specific gravity of solids, mass absolute specific gravity.
iii. Relationships between: different unit weights with void ratio-degree of
saturation-specific gravity; different unit weights with porosity; void
ratio-water content; different unit weights with water content; unit
weight – air voids.
iv. Mention different methods to find water content, specific gravity, unit
weight of soil (Detailed description to be covered during practical).

3. Particle size analysis and Plasticity characteristics of soil
i. Mechanical analysis: dry sieve analysis combined sieve
sedimentation analysis; Stokes‘law theory of sedimentation;
introduction to hydrometer method of analysis, relation between
percentage finer hydrometer reading, Limitation of sedimentation
analysis, Particle size distribution curve its uses.
ii. Relative density
iii. Plasticity of soil, consistency limits- determination of liquid limit,
plastic limit, shrinkage limit, definitions of: shrinkage parameters,
plasticity, liquidity consistency indices, measurement of consistency,
flow toughness indices, uses of consistency limits.
iv. Clay mineralogy:- gravitational surface forces, primary valence bond,
hydrogen bond, secondary valance bonds, basic structural units of clay
minerals, difference in kaolinite, montmorillonite illite minerals,
adsorbed water, soil structure.
v. Sensitivity, thixotropy activity of soils.

4. Classification of soils
i. Necessity of soil classification, Indian Stard particle size
classification, Indian stard soil classification system, boundary
classifications
ii. General characteristics of soils of different groups.
5. Permeability of soils
i. Introduction: ground water flow- water table, types of aquifers;
capillary water – types of soil water, surface tension, capillary rise in
small diameter tubes, capillary tension, capillary rise in soils.
ii. Hydraulic head hydraulic gradient, Darcy‘s law, validity of Darcy‘s
law.
iii. General laminar flow, Laminar flow through soil, Factors affecting
permeability of soil.
iv. Determination of coefficient of permeability of soil:- Laboratory
methods: constant head variable head; Field methods: pumping out
pumping in tests; Indirect methods: Consolidation test data.
v. Permeability of stratified soil.

6. Seepage analysis
i. Two dimensional flow- Laplace equation, analytical solution: stream
potential functions, graphical representation: flow net, characteristics
of flow net, uses of flow nets.
ii. Other solution methods for Laplace equation- numerical methods.
iii. Soil migration filtration: Seepage velocity; Effect of seepage pressure
soil migration in structures such as earth dams, retaining walls,
pavements, basements; soil migration prevention through graded soil
filters, geotextile & geo-composite filters.
iv. Geosynthetics: Definition, basic functions, types of geosynthetics—
geotextiles, geogrids, geo cells, geomembranes, geo composites;
geotextile types– woven nonwoven, Apparent Opening Size (AOS),
basic hydraulic properties- permittivity transmissivity of geotextiles
v. Filter design criteria for graded soil geotextile filters.

7. Effective stress principle
i. Sources of stress in the ground- geostatic stresses induced stresses;
vertical, horizontal shear stresses, effective stress principle, and nature
of effective stress.
ii. Effect of water table fluctuations, surcharge, capillary action, seepage
pressure on effective stress; quick s condition

8. Compaction of soils
i. Introduction, theory of compaction, laboratory methods of
determination of optimum moisture content maximum dry density,
ii. Factors affecting compaction, effect of compaction on properties of
soil; Relative compaction.

9. Consolidation of soils
i. Compressibility & settlement, comparison between compaction &
consolidation, concept of excess pore water pressure, initial, primary
secondary consolidation, spring analogy for primary consolidation,
consolidation test results, coefficient of compressibility, coefficient of
volume change , compression, expansion recompression indices,
normally over consolidated soils.
ii. Terzhaghi‘s theory of consolidation- assumptions, coefficient of
vertical consolidation, distribution of hydrostatic excess pore water
pressure with depth & time, time factor, relationship between time
factor degree of consolidation, determination of coefficient of vertical
consolidation, pre-consolidation pressure

MUMBAI UNIVERSITY BE CIVIL ENGINEERING 5TH SEMESTER SYLLABUS

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