RGPV (DIPLOMA WING) BHOPAL |
OBE CURRICULUM FOR THE COURSE |
FORMAT-3 |
Sheet No. 1/3 |
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Branch |
Civil Engineering |
Semester |
4th |
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Course Code |
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Course Name |
Soil Mechanics |
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Course Outcome
1 |
Define the soil and interpret its properties related
to construction to classify types of soil. |
Teach Hrs |
Marks |
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Learning Outcome 1 |
Explain
the scope of soil mechanics and soil as three phase system and establish relationship between properties of soil |
12 |
15 |
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Contents |
Definition
of soil, Importance of Soil Studies in Civil Engineering, Geological origin
of soils with special reference to soil profiles in India: residual and
transported soil, alluvial deposits, lake deposits, local soil found
in MP, black cotton soils. Constituents of soil and representation by a phase
diagram Definitions
of void ratio, porosity, degree of saturation, water content, specific gravity, unit weight, bulk density/bulk unit weight, dry unit weight, saturated unit weight and
submerged unit weight of soil grains and correlation between them Simple numerical problems with
the help of phase diagrams |
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Method of Assessment |
External : End semester Examination-Pen Paper Test |
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Learning Outcome 2 |
Classify and identify various
types of soil and determine properties of soil by standard
test procedures. |
8 |
10 |
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Contents |
Consistency of soil, Atterberg limits of consistency: Liquid limit, plastic limit and shrinkage limit. Plasticity index. Particle size distribution test and plotting of curve, Determination of effective
diameter of soil, well graded and uniformly graded soils, BIS classification
of soil. |
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Method of Assessment |
Internal: Mid
Semester Exam I - Pen
paper test/Assignment |
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Learning Outcome 3 |
Determine water content
, grain size
distribution , Liquid
& Plastic limit of given sample. |
12 |
|
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Contents |
1.
Determination of water content of given soil
sample by oven
drying method as per IS Code. 2. Determination
of specific gravity
by Pycnometer 3. Determination
of grain size
distribution of given
soil sample by mechanical sieve 4. Determination of Liquid limit
& Plastic limit
of given soil
sample as per IS Code. |
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Method of Assessment |
Lab Experiment |
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Course Outcome
2 |
Describe the concept of permeability &
Stress and determine
permeability of given soil. |
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Learning Outcome 1 |
Understand signification of permeability and seepage and compute those |
10 |
15 |
|
Contents |
Concept of
permeability and its importance, Darcy's law, coefficient of permeability, factors
affecting permeability. Permeability of stratified soil deposits, Methods of measurement
of permeability Seepage
through earthen structure, seepage velocity, seepage pressure,phreatic line,
flow line and equipotential line,
flow net and its
application, Comparison of permeability of different soils
as per Indian Standards, Simple numerical
problems |
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Method of Assessment |
External : End semester Examination-Pen Paper Test |
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Learning Outcome 2 |
Determine permeability by constant head
and falling head test using Darcy’s
Law. |
6 |
|
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Contents |
1.
Determination of coefficient of permeability by constant head test
2.
Determination of coefficient of permeability by falling head
test . |
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Method of Assessment |
Lab Experiment |
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Course Outcome
3 |
Describe requirement and mechanism of compaction and explain concept of consolidation. |
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Learning Outcome 1 |
Explain compaction and consolidation of soil and methods
of compaction. |
8 |
15 |
|
Contents |
Compaction - Definition and necessity of compaction Laboratory
compaction test: standard and modified proctor test as per IS code, optimum
water content, maximum dry density, Factors affecting Compaction, Field
methods of compaction – rolling, ramming & vibration, Suitability of
various compaction Equipments-smooth wheel roller, sheep foot roller, pneumatic tyred roller,
Rammer and Vibrator. Determination of
field density of soil, Simple Numerical problems. Consolidation, Difference between compaction and consolidation. |
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Method of Assessment |
External : End semester Examination-Pen Paper Test |
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Learning Outcome 2 |
Determine Bulk unit
weight dry unit
weight of in field and MDD & OMC of given soil. |
9 |
|
|
Contents |
1.
Determination of bulk unit
weight & dry
unit weight of soil in field by core cutter method as per IS Code. 2.
Determination of bulk unit
weight & dry
unit weight of soil in field by Sand replacement method as per IS
Code. 3. Determination
of MDD &
OMC by standard proctor test on given soil sample as per IS Code. |
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Method of Assessment |
Lab Experiment |
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Course Outcome
4 |
Calculate shear
strength of soil
,Bearing capacity of soil and Earth Pressure. |
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|
Learning Outcome 1 |
Determine the
shear strength of soil as per coulomb’s law. |
8 |
10 |
Contents |
Shear
Strength of Soil - Concept and Significance of shear strength, Factors
contributing to shear strength of cohesive and cohesion less soils ,
Coulomb's law, Determination of shearing strength by Direct shear test, Tri
axial test, Unconfined compression test
and Vane shear
test. Drainage conditions of test and their significance , Numerical problems |
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Method of Assessment |
External : End semester Examination-Pen Paper Test |
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Learning Outcome 2 |
Calculate Bearing
Capacity of Soil. |
8 |
10 |
Contents |
Concept of bearing
capacity, ultimate bearing
capacity, safe bearing capacity and allowable bearing pressure. Introduction to
Terzaghi’s analysis and assumptions, effect of water table on bearing
capacity. Field methods for
determination of bearing capacity – Plate load
and Standard Penetration Test.
Test procedures as per IS:1888
& IS:2131. Total and
differential Settlement, Permissible values of settlement. |
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Method of Assessment |
Internal: Mid
Semester Exam II - Pen
paper test/Assignment |
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Learning Outcome 3 |
Explain and calculate Earth
Pressure. |
6 |
10 |
Contents |
Definition of Active earth
pressure, Passive earth
pressure, Earth pressure at rest. coefficient of earth pressure, Rankine’s theory and assumptions Use of Rankine’s formula
for the following cases (cohesion-less soil
only) (i) Backfill with
no surcharge, (ii)
backfill with uniform
surcharge Simple Numerical Problems |
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Method of Assessment |
External : End semester Examination-Pen Paper Test |
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Learning Outcome 4 |
Determine shear
strength of soil
using various test
. |
6 |
|
Contents |
1.
Determination of shear strength of soil using
direct shear test. 2. Determination
of shear strength of soil using
Laboratory Vane shear test |
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Method of Assessment |
Lab Experiment |
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Course Outcome
5 |
Explain the methods of soil exploration and soil stabilization. |
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Learning Outcome 1 |
Understand the necessity of soil exploration and method to take sampling of soil. |
6 |
10 |
Contents |
Necessity
of site investigation & sub-soil exploration. Types of exploration –
general, detailed. Method of site exploration open excavation & boring(auger, wash, rotary, percussion) . Criteria for deciding the
location and number of test
pits and bores. Sampling and Types of samplers. Disturbed & undisturbed soil
samples |
Method of Assessment |
Internal: Assignments/Presentation/Seminar |
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Learning Outcome 2 |
Explain the methods of soil stabilization and suitability of each. |
6 |
05 |
Contents |
Concept of soil stabilization, necessity of soil
stabilization, Different methods of soil stabilization –
Mechanical soil stabilization, lime stabilization, cement stabilization, bitumen stabilization, fly-ash stabilization |
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Method of Assessment |
External : End semester Examination-Pen Paper Test |
Suggested Learning
Resources :-
S.No |
Title |
Author |
Edition |
1 |
Soil Mechanics & Foundation Engineering |
Dr. B. C. Punmia |
Standard Book
house, New Delh |
2 |
Soil Mechanics & Foundation Engineering |
V.N.S. Murthi |
Tata McGraw Hill , New Delhi |
3 |
Soil Mechanics |
B. J. Kasmalkar |
Pune Vidhyarti Griha, Pune |
4 |
Geo-technical Engineering |
Gulhati & Dutta |
Tata McGraw Hill , New Delhi |
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