MUZAFFARPUR INSTITUTE OF TECHNOLOGY,
Muzaffarpur
COURSE FILE
OF
Soil Mechanics and Rock Mechanics
(011X15)
Faculty Name:
Dr. A. K. Rai
DR. AKASH PRIYADARSHEE
ASSISTANT PROFESSOR, DEPARTMENT OF CIVIL ENGINEERING
Content
S.No.
1 Vision of department
2 Mission of department
3 PEO’s
4 PO’s
5 Course objectives and course outcomes(Co)
6 Mapping of CO’s with PO’s
7 Course syllabus and GATE syllabus
8 Time table
9 Student list
10 Lecture plans
11 Assignments
12 Tutorial sheets
13 Sessional question paper
14 University question paper
15 Question bank
16 Course materials
17 Result
18 Result analysis
19 Quality measurement sheets
VISION OF DEPARTMENT
To get recognized as prestigious civil engineering program at national and international level
through continuous education, research and innovation.
MISSION OF DEPARTMENT
To create the environment for innovative and smart ideas for generation of professionals
to serve the nation and world with latest technologies in Civil Engineering.
To develop intellectual professionals with skill for work in industry, acedamia and
public sector organizations and entrepreneur with their technical capabilities to succeed
in their fields.
To build up competitiveness, leadership, moral, ethical and managerial skill.
PROGRAMME EDUCATIONAL OBJECTIVES (PEOs):
Graduates are expected to attain Program Educational Objectives within three to four years
after the graduation. Following PEOs of Department of Civil Engineering have been laid down
based on the needs of the programs constituencies:
PEO1: Contribute to the development of civil engineering projects being undertaken by Govt.
and private or any other sector companies.
PEO2: Pursue higher education and contribute to teaching, research and development of civil
engineering and related field.
PEO3: Successful career as an entrepreneur in civil engineering industry
PROGRAMME OUTCOMES (PO)
PO1
Engineering knowledge: An ability to apply the knowledge of mathematics, science,
engineering fundamentals, and an engineering specialization to get the solution of the
engineering problems.
PO2 Problem analysis: Ability to Identify, formulates, review research literature, and
analyze complex engineering problems.
PO3 Design/development of solutions: Ability to design solutions for complex engineering
problems by considering social, economical and environmental aspects.
PO4 Conduct investigations of complex problems: Use research-based knowledge to
design, conduct analyse experiments to get valid conclusion.
PO5 Modern tool usage: ability to create, select, and apply appropriate techniques, and to
model complex engineering activities with an understanding of the limitations.
PO6 The engineer and society: Ability to apply knowledge by considering social health,
safety, legal and cultural issues.
PO7 Environment and sustainability: Understanding of the impact of the adopted
engineering solutions in social and environmental contexts.
pPO8 Ethics: Understanding of the ethical issues of the civil engineering and applying ethical
principles in engineering practices.
PO9 Individual and teamwork: Ability to work effectively as an individual or in team, as a
member or as a leader.
PO10 Communication: An ability to communicate clearly and effectively through different
modes of communication.
PO11 Project management and finance: Ability to handle project and to manage finance
related issue
PO12 Life-long learning: Recognize the need for, and have the preparation and ability to
engage in independent and life-long learning.
COURSE OBJECTIVE AND COURSE OUTCOMES:
Institute/college Name MuzaffarpurInsittute of Technology, Muzaffarpur
Program Name B.E. Civil (VI semester)
Course Code/course credits 011X15 (5)
Course Name Soil Mechanics and Rock Mechanics
Lecture/ Sessional (per week) 3/3
SEE duration 3 hours
Course objective:
To provide basic understanding of basic principle and engineering behavior of soil and rock and
to addresses the practical challenges in geotechnical engineering.
Course outcomes (CO):
CO1: Understanding of the shear strength behavior of soil and different laboratory
methods for determination of the strength of soil.
CO2: Application of the principles and basic of soil mechanics in the analysis of slope
stability and retaining wall.
CO3: Understanding and evaluation of the basic and engineering behavior of the rock.
CO4: Application of the principles and basic of rock mechanics in the analysis of slope
stability and tunnellling.
MAPPING OF COs AND POs
CO/PO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 - - - - - - - - 1 - 2
CO2 3 3 2 2 1 - - - - 1 - 2
CO3 3 - - - - - - - - 1 - 2
CO4 3 3 2 2 1 - - - - 1 - 2
Correlation level: 1- slight (Low) 2- moderate (Medium) 3-substantial (High)
COURSE SYLLABUS:
Shear Strength of Soil:Engineering use of shear strength, Direct and triaxial shear tests, Mohr-
Coulomb strengthcriterion, drained, consolidated undrained and undrained tests, strength of
loose and dense sands, NC and OC soils, dilation, pore pressure and Skempton’s pore pressure
coefficients.
Earth pressure theories & Retaining Walls:Limit equilibrium method, effect of wall
movement on earth pressure, pressure at rest, Rankine state of plastic equilibrium, Coulomb’s
theory, Rebhann and Culmann’sgraphical methods. Sheet piles – Types and uses of sheet piles,
Analysis of Cantilever and anchored sheet piles in cohesionless and cohesive soil, Rowe’s theory
of moment reduction.
Stability of slopes:Limit equilibrium methods, methods of slices, simplified Bishop’s method
and friction circle method, factors of safety, stability under conditions of submergence,
drawdown and steady seepage, location of critical arc, stability number, chart.
Engineering properties of rocks: engineering classification of rocks, Surface and sub-surface
investigation in rock including geophysical studies.
Weathering of rocks: discontinuities, field and laboratory testing of rocks and rock masses,
Stress- strain characteristics, Deformability of rocks, Friction and Shear strength, Slope stability,
effect of water.
Introduction to analysis and design of tunnels, blasting, bolting, tunneling techniques,
application.
GATE Syllabus of geotechnical engineering:
Soil Mechanics: Origin of soils, soil structure and fabric; Three-phase system and phase
relationships, index properties; Unified and Indian standard soil classification system;
Permeability - one dimensional flow, Darcy’s law; Seepage through soils - two-dimensional
flow, flow nets, uplift pressure, piping; Principle of effective stress, capillarity, seepage force and
quicksand condition; Compaction in laboratory and field conditions; Onedimensional
consolidation, time rate of consolidation; Mohr’s circle, stress paths, effective and total shear
strength parameters, characteristics of clays and sand.
Foundation Engineering: Sub-surface investigations - scope, drilling bore holes, sampling,
plate load test, standard penetration and cone penetration tests; Earth pressure theories - Rankine
and Coulomb; Stability of slopes - finite and infinite slopes, method of slices and Bishop’s
method; Stress distribution in soils - Boussinesq’s and Westergaard’s theories, pressure bulbs;
Shallow foundations - Terzaghi’s and Meyerhoff’s bearing capacity theories, effect of water
table; Combined footing and raft foundation; Contact pressure; Settlement analysis in sands and
clays; Deep foundations - types of piles, dynamic and static formulae, load capacity of piles in
sands and clays, pile load test, negative skin friction.
MUZAFFARPUR INSTITUTE OF TECHNOLOGY
B.Tech. 6th
(Sixth) Semester (2015 Batch) PROVISIONAL TIME TABLE WITH EFFECT FROM 01.02.2018
DAY Branch I (10-10.50AM) II (10.50-11.40AM) III (11.40-12.30PM) IV (12.30-01.20PM) V (01.50-2.40PM) VI (2.40-3.30PM) VII (3.30-4.20PM)
MON Mech
Elect
Civil S&Rmch(AP)48 ---- S&Rmch. Practical G-I (AKR+AP) ------
EC
IT
LT
PHAR
TUE Mech
Elect
Civil
EC
IT
LT
PHAR
WED Mech
Elect
Civil S&R MCH(AKR)48 -
EC
IT
LT
PHAR
THU Mech
Elect
Civil S&R MCH(AKR)48
EC
IT
LT
PHAR
FRI Mech
Elect
Civil
EC
IT
LT
PHAR
SAT Mech
Elect
Civil ---- S&Rmch. Practical.G-II(AKR+AKH+VK) ------
Asst.Prof.-in-charge (TT) Prof.-in-charge (TT) Principal
STUDENT LIST:
S.NO. Roll No Name
1 15C01 mohsin jamil md nasir
2 15C02 kumar shubham
3 15C03 santosh kumar
4 15C04 raja babu
5 15C05 krishna kumar
6 15C06 saanjeet kumar
7 15C07 madhu rani
8 15C08 rahul kumar
9 15C10 md. junaid akhter
10 15C12 divesh kumar
11 15C13 dilip kumar
12 15C14 prashant prabhakar
13 15C15 priya kumari
14 15C16 hemant kumar ravi
15 15C17 deepak kumar
16 15C18 chandra rohit kumar
17 15C20 praween kumar
18 15C21 ketan kumar
19 15C22 kumar saurav
20 15C23 priyanshu
21 15C24 ranjeet kumar
22 15C25 chandan kumar
23 15C26 aman kumar
24 15C27 shubham kumar
25 15C28 jay prakash kumar
26 15C29 siraj anwer khan
27 15C30 punahani pahuja
28 15C31 md. zeeshan haider
29 15C32 jay nandan kumar
30 15C33 uma shankar pandit
31 15C34 surbhi rani
32 15C35 rajesh kumar sharma
33 15C37 priyanshu prasad gond
34 15C38 sudhir kumar
35 15C39 md. asif khan
36 15C40 abhishek kumar
37 15C41 abhishek kumar
38 15C42 md. akram
39 15C43 saurabh
40 15C44 puja kumari
41 15C45 pramod kumar
42 15C46 deepak kumar adig
43 15C48 suraj kumar
44 15C49 sumit kumar
45 15C50 rishav raj
46 15C51 jugnu kumar
47 15C52 sanni kumar
48 15C53 mulayam singh kush
49 15C54 venkatesh jha
50 15C56 krishlay kumar keshav
51 15C57 prashant kumar singh
52 15C58 md. firoj alam
53 15C59 surya prakash
54 15C60 sumit kumar sacsena
55 15C61 azhar hussain
56 15C62 chiranjeevi bhushan sharma
57 15C63 rahul kumar
58 15C64 meghnath kumar
59 15C65 akshay kumar
60 16(LE)C02 shabara khanam
61 16(LE)C03 raj bindu prasad
62 16(LE)C04 chandan kumar
63 16(LE)C07 vikash kumar
64 16(LE)C08 anish kumar
65 16(LE)C09 kumar aditya
66 16(LE)C10 sangram singh
67 14C28 ashwani kumar singh
Text Books:
TB1: A text book of soil mechanics and foundation engineering, revised and enlarged 4th edition
1993 by V.N.S. Murthy, Saikripa Technical Consultants, Banglore
TB2: Basic and applied soil mechanics by Gopal Ranjan and ASR Rao, Wiley Easter Ltd., New delhi
TB3: Soil mechanics and foundation engineering by K R Arora, Standard Pub. And Dist. Delhi,
1992.
TB4: Introduction to rock mechanics by R E Goodman, John Wiley and Sons, New York.
TB5: Rock Mechanics and Engineering by Jacger, Charles, Cambridge University press, London.
Reference Books:
RB1: Soil mechanics in engineering practice by Terzaghi and Peck, John Wiley and Sons Inc. New
York, 1967
RB2: Soil Mechanics by Lamb and Whitman, Wiley Eastern Pvt. Ltd., New Delhi, 1969.
RB3: Fundamentals of soil mechanics by Taylor, John Wiley and Sons Inc New York, 1948.
RB4: Tunnels: Planning, Design, construction by Megaw, T.M. and J.V. Barlett. International
Edition, Ellis Horwood limited, John Wiley and Sons, New York.
COURSE PLAN
Topic No. Topic No. of
Lecture/
lecture no.
Text book
1. Shear strength of soil 7 TB1, TB2, TB3
Engineering applictaion of shear
strength, Shear stress and
Principal stress relationsheep
1-2
Mohr-Coulomb strength
criterion
3
Direct shear and Triaxial shear
test,
4
Unconsolidated undrained,
Consolidated Undrained and
Consolidated drained test
5
Stress-Strain response: Dense
and loose sand, NC and OC soil
6
Pore pressure and Skempton
Pore pressure parameters,
Unconfined compression tests,
7
Vane Shear test
2. Earth pressure theories and
Retaining wall
7 TB1, TB2, TB3
Introduction : At rest and plastic
equilibrium conditions
8
Rankine's and Coulomb's earth
pressure theories
8-9
Coulomb;s theory, Rebhamnn
and Cuimann's graphical method
9-10
Effect of water table and
seepage pressure on earth
pressure
11
Sheet piles-Types and uses of
sheet piles
12
Analysis of Cantilever and
anchored sheet piles in
cohesionless and cohesive soil
13
Rowe's theory of moment
reduction
14
3. Stability of slopes 7 TB1, TB2, TB3
Stability of infinite slopes:
Factors of safety, Limit
equilibrium method,
14-15
Swedish method; Friction circle;
method, slices method and
Bishop's method of stability
analysis
16-17
Stability under conditions of (i)
Submergence (ii) Sudden draw
down, and (iii) Steady seepage
18-19
Location of critical arc; Stability
number and chart, Remedial
measures against slope failure
20-21
4. Engineering Properties of
Rock
7 TB4, TB5
Engineering classification of
rock, Surface and sub-surface
investigation in rock
22-25
Geophysical studies of rock
26-28
5. Weathering of rock 8 TB4, TB5
Discontinuties, Field and
laboratory testing og rocks and
rock masses
29-31
Stress-strain characterstics,
Deformability of rocks, Friction
and shear strength
32-33
Slope stability, effect of water
34-36
6.
Introduction to analysis and
design of tunnels, blasting,
bolting, tunneling techniques,
application
6 TB4, TB5
Analysis and designing and
analysis of tunnel
37-40
Blasting, tunneling techniques
and application
41-42
Total Number of Lecture 42
DETAILS OF ASSIGNMENTS:
S.No. Assignment Topic No.
1 Assignment 1 1
2 Assignment 2 2
3 Assignment 3 3
4 Assignment 4 4
5 Assignment 5 5
6 Assignment 6 6
Soil Mechanics and Rock mechanics (011X15)
Assignment 1 (Shear strength of soil)
1. The normal stresses acting on two orthogonal planes of a soil sample are 250kN/m2 and 110kN/m
2. Find
out the normal and shear stresses on a plane inclined at 60° to the direction of the major principal stress.
A given soil has unit cohesion of 2t/m2 and an angle of internal friction of 28°. Samples of the soil were
tested in the laboratory in a triaxial apparatus under the undrained condition. Determine:
i) Deviator stress at failure when the cell pressure is 1.5kg/cm2
ii) The applied cell pressure, if the sample fails under a total vertical pressure of 5.09kg/cm2
2. A set of triaxial tests were performed on three samples of a soil. The cell pressure and the deviator
stresses at failure are given below:
Sample no Cell Pr.(kN/m2) Deviator
1 200 690
2 300 855
3 400 1030
Plot Mohr’s circles of stress and determine the apparent cohesion and angle of internal friction.
3. A direct shear test was performed in a 6cm x 6cm shear box on a sample of dry, cohesionless soil. Under
a normal load of 40kg, failure occurred when the shearing force reached 26.65kg. Plot the Mohr’s
strength envelope and determine the angle of shearing resistance of the soil. Determine graphically the
magnitude and direction of the principal stress at failure.
4. Two triaxial tests were performed on samples of a moist soil in an undrained condition. The all-round cell
pressure during these two tests were 2.5kg/cm2
and the samples failed under deviator stresses of
4.85kg/cm2 and 6.70kg/cm
2 respectively. Determine the apparent cohesion and the apparent angle of
shearing resistance of the soil (i) Analytically (ii) Graphically
Do you expect to obtain the same values of the shear parameters if the sample were tested in drained
condition? Explain your answers with reasons.
5. Laboratory triaxial tests were performed on three soil samples of 3.8cm diameter and 7.6cm height. The
following results were obtained;
Sample no Cell pr.(kg/cm2) Deviator load at
failure (kg)
Change in
volume (cc)
Axial
Deformation(cm)
1 0.5 45 1.1 0.92
2 1.0 52 1.5 1.15
3 2.0 79.5 1.7 1.22
Plot Mohr’s circles and determine the apparent values of shear parameters of the soil
6. The following results were obtained from a set of consolidated undrained test with arrangement for pore
pressure measurements:
Test no 1 2 3
Cell Pr.(kg/cm2) 1.0 2.0 3.0
Deviator stress (kg/cm2) 1.31 1.62 1.89
Pore pressure (Kg/cm2) 3.18 0.42 0.86
Determine the shear parameters of the soil, considering (i) Total stress (ii) Effective stress
7. An unconfined compression test was performed on a silty clay sample of 4cm diameter and 8cm height.
The sample failed under a compressive load of 23kg and the deformation recorded at failure was 1.42 cm.
A triaxial test was performed on an identical sample of the same soil. The all-round cell pressure was
1kg/cm2 and the sample failed under a deviator load of a 39.5kg. The axial deformation recorded at
failure was 1.18cm. Find out the apparent values of shear parameters. (i) Graphically (ii) Analytically
Soil Mechanics and Rock mechanics (011X15)
Assignment 2(Earth pressure theories and retaining wall)
1. A retaining wall of 4 m height and having smooth vertical back has to retain a sand backfill
having the following properties: Ƴ = 1.85 t/m
3, Ø = 30
o
i. Determine the total active thrust extorted by the backfill on the wall ii. Determine the percent change in active thrust, if the water table rises from a great depth
to height of 2 m above the base of the wall 2. A 6 m high earth fill is supported by a retaining wall with a smooth vertical back face and carries
a surcharge of 30 kN/m2. The angle of internal friction of the fill soil is 30
o, while its bulk density
is 17.5 kN/m3. Plot the distribution of active earth pressure on the wall. Also determine the
magnitude and point of application of the resultant thrust. 3. A vertical retaining wall has to retain a horizontal backfill up to height of 4 m above G.L. the
properties of the backfill are: C = 0, Ø = 280, G = 2.68, w = 11%, s = 55%, µ = 0.5.
If the wall is rigidly held in positon, what is magnitude of thrust acting on it?
4. With reference to problem 3, determine the percentage changes in active thrust if the wall moves
(i) towards the backfill (ii) away from the backfill
Assume that, the lateral movement of the wall is sufficient to bring about a state of plastic
equilibrium.
5. A masonry retaining wall, 5.5 m high, retains a backfill of cohesion-less soil, having a horizontal
top surface. The soil has an angle of internal friction of 27.5o, a void ratio of0.83, and the specific
gravity of solids is 2.65. The water table is located at 2.2 m below the top of the wall. Above the
water table, the average degree of saturation of the soil is 10%. Plot the distribution of active
earth pressure and compute the magnitude and point of the application of the resultant thrust.
6. A cohesion less backfill, retained by a 5 m high retaining wall with a smooth vertical back, is
bounded by a horizontal surface. The water table is at 2 m below the top of the wall. Above the
water table, the angle of internal friction and bulk density of the soil are 18 kN.m3 and 30
o
respectively. Below the water table, the bulk density increases by the 10 % while the friction
angle decreases by 20%. Determine the resultant active pressure on the wall.
7. A smooth vertical retaining wall has to retain a backfill of cohesion less soil up to a height of 4 m
above G.L. the properties of the backfill are: T = 19 kN/m3, Ø = 36
0.
i. Determine the active thrust on the wall if the backfill has horizontal top surface.
ii. Determine the percent change in the active thrust if, instead of being horizontal, the
backfill is not sloped upwards at an angle of 15o to the horizontal.
8. A masonry wall has to retain a cohesive backfill having an unconfined compressive strength of 4
t/m2 and a bulk density of 1.72 g/cc. the overall height of wall is 6 m. determine:
i. The depth up to which tension cracks will extended.
ii. The magnitude and point of application of the active thrust
9. With reference to problem 8, determine minimum intensity of a uniform surcharge, which when
placed over the backfill, will prevent the formation of tension cracks
Soil Mechanics and Rock mechanics (011X15)
Assignment 3(Stability of slope)
1. An embankment is to be made of a soil which has the following shear strength parameters under
the existing conditions: c’ = 30 kN/m2, Ø’ = 15
o
if it is assumed that different margins of safety are available for cohesion component and friction
component of shearing strength and mobilized values of cohesion and friction are cm = 22 kN/m2,
Øm = 12o, what is the factor of safety with respect to (a) cohesion and (b) friction? If the average
value of normal effective stress on the failure surface is 120 kN/m2, what is the value of (a) true
factor of safety Fs , (b) FØ when Fc = 1 and (c) FØ when FØ = 1?
2. An infinite slope is made of clay with the following properties; Ƴt = 18 kN/m3; Ƴ’ = 9 kN/m
3; c’
=25 kN/m2, Ø’ = 28
o .if the slope has an inclination of 35
o and height equal to 12 m, determine
the stability of slope, when (a) the lope is submerged and (b) there is seepage parallel to the slope.
3. An excavation is made with a vertical face in a clay soil which has Cu = 50 kN/m2, Ƴt = 18
kN/m3. Determine the maximum depth of exaction so that the excavation is stable.
4. An infinite slope is to be constructed of a clay soil at a slope angle of 30o. the ground water level
is at the ground surface itself, with seepage parallel to the ground. The soil properties are: c’ =
15kN/m2, Ø’ = 22
o, Ƴsat = 20 kN/m
3. What is the factor of safety against movment along a plane
parallel to the ground surface at depth of 4 m and 5.5 m?
Soil Mechanics and Rock mechanics (011X15)
Assignment 4(Engineering Properties of rock)
1. What are the different methods for classification of the rocks? Explain in details.
2. What are the different physical and mechanical properties of the rock? Explain in details.
3. Describe about metamorphic rocks in details.
4. Write about geological/lithological classification of rocks.
Soil Mechanics and Rock mechanics (011X15)
Assignment 5(Weathering of rocks)
1. Describe the direct shear strength test on rocks and punch shear tests on rocks.
2. Write about triaxial unconfined compressive strength of rocks.
3. Write about durability property of rocks.
4. Write about point load strength of rocks.
5. Write about rock quality designation (RQD).
6. What are the different geophysical tests on rock? Also write about the advantages and
disadvantages of geophysical methods.
7. Explain different modes of failure of rock slopes.
8. What are the different tests for the determination of the strength of rock.
Soil Mechanics and Rock mechanics (011X15)
Assignment 6
1. Describe the sampling procedure of rocks. Also, write about the procedure of
preparing samples of rocks for different types of testing.
2. What are the different tunneling techniques? Also write about the instruments used in
tunneling.
3. Write short notes on the rock anchors.
4. Write about the shotcreting and also explain about its utilization.
MUZAFFARPURINSTITUTE OF TECHNOLOGY, MUZAFFARPUR
B.Tech 6th
Semester Mid-Term Examination, 2018
Soil mechanics and Rock Mechanics (011X15)
Time: 2 hours Full Marks: 20
Instructions: (i) Attempt any four questions. Attempt at least one question from group A and B.
(ii) Question No. 1 is compulsory.
(iii) All questions carry equal marks.
1. Chose the correct option of the following
(a) For triaxial test which of the following statement is true
i. Failure plane is horizontal plane
ii. Failure plane is vertical plane
iii. Failure plane makes some angle with horizontal
iv. None of these
(b) In which of the following shear strength test volume change behavior cannot be
measured
(i) Triaxial compression test
(ii) Direct shear test
(iii) Vane shear test
(iv) (i) and (ii) both
(c) According to the ‘Mohs Scale’ harness of diamond is considered as
(i) 10
(ii) 9
(iii) 2
(iv) 1
(d) As per geological classification marble is considered as
(i) Hard Rock
(ii) Metamorphic rock
(iii) Igneous Rock
(iv) Soft Rock
(e) Unconfined compressive strength can be written as
(i) Twice of compressive stress
(ii) Half of unconfined shear strength
(iii) Twice of cohesion of soil
(iv) None of these
Group A
2. What are the different laboratory tests for determination of strength behavior of soil?
Explain any one of the test.
3. A direct shear test was performed in a 6cm x 6cm shear box on a sample of dry,
cohesionless soil. Under a normal load of 40kg, failure occurred when the shearing force
reached 26.65kg. Plot the Mohr’s strength envelope and determine the angle of shearing
resistance of the soil.
4. Derive the expression for the shear strength of soil for vane shear test.
Group B
5. As per geological classification, what are the different types of rocks?
6. Write in brief about slake durability test.
7. Write a short note on the different properties of the rock.
LIST OF THE EXPERIMENT
1. Direct shear test
2. Vane shear test
3. Unconfined compressive strength
4. Triaxial test
5. Brazilian test for tensile strength of rocks
6. Bending test for tensile strength of rocks
7. Uniaxial compressive strength test.
Result of the students
Roll No Name
Mark
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Cla
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est
En
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emes
ter
exam
Tota
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Mark
s of
att
end
an
ce
Cla
ss
per
form
an
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viv
a v
oic
e
Tota
l
15C01 MOHSIN JAMIL MD NASIR 5 5 17 27 5 4 6 15
15C02 KUMAR SHUBHAM 5 5 16 26 5 3 8 16
15C03 SANTOSH KUMAR 5 5 17 27 4 3 7 14
15C04 RAJA BABU 4 4 12 20 4 4 6 14
15C05 KRISHNA KUMAR 4 4 19 27 5 5 7 17
15C06 SAANJEET KUMAR 4 4 11 19 4 4 8 16
15C07 MADHU RANI 5 5 18 28 5 3 9 17
15C08 RAHUL KUMAR 5 5 19 29 5 4 6 15
15C10 MD. JUNAID AKHTER 5 5 14 24 4 4 7 15
15C12 DIVESH KUMAR 4 4 19 27 5 3 6 14
15C13 DILIP KUMAR 4 4 19 27 4 5 8 17
15C14 PRASHANT PRABHAKAR 5 5 17 27 5 3 7 15
15C15 PRIYA KUMARI 5 5 19 29 5 4 8 17
15C16 HEMANT KUMAR RAVI 5 5 20 30 5 5 9 19
15C17 DEEPAK KUMAR 5 5 17 27 5 5 8 18
15C18 CHANDRA ROHIT KUMAR 5 5 14 24 5 4 8 17
15C20 PRAWEEN KUMAR 5 5 15 25 5 3 7 15
15C21 KETAN KUMAR 4 4 20 28 4 4 8 16
15C22 KUMAR SAURAV 5 5 20 30 5 5 10 20
15C23 PRIYANSHU 4 4 11 19 5 5 6 16
15C24 RANJEET KUMAR 0 0 0 0 0 0 0 0
15C25 CHANDAN KUMAR 4 4 12 20 4 3 7 14
15C26 AMAN KUMAR 4 4 18 26 5 4 8 17
15C27 SHUBHAM KUMAR 5 5 19 29 5 3 8 16
15C28 JAY PRAKASH KUMAR 5 5 18 28 5 5 10 20
15C29 SIRAJ ANWER KHAN 5 5 15 25 5 5 10 20
15C30 PUNAHANI PAHUJA 4 4 13 21 4 5 8 17
15C31 MD. ZEESHAN HAIDER 4 4 12 20 4 4 8 16
15C32 JAY NANDAN KUMAR 4 4 18 26 5 4 8 17
15C33 UMA SHANKAR PANDIT 4 4 13 21 4 4 6 14
15C34 SURBHI RANI 5 5 19 29 5 5 10 20
15C35 RAJESH KUMAR SHARMA 4 4 19 27 4 4 6 14
15C37 PRIYANSHU PRASAD GOND 5 5 18 28 5 5 10 20
15C38 SUDHIR KUMAR 4 4 11 19 5 3 6 14
15C39 MD. ASIF KHAN 4 4 15 23 4 3 7 14
15C40 ABHISHEK KUMAR 5 5 15 25 4 5 8 17
15C41 ABHISHEK KUMAR 4 4 10 18 4 3 7 14
15C42 MD. AKRAM 4 4 18 26 4 3 7 14
15C43 SAURABH 5 5 20 30 4 4 8 16
15C44 PUJA KUMARI 4 4 14 22 4 3 8 15
15C45 PRAMOD KUMAR 5 5 20 30 5 5 8 18
15C46 DEEPAK KUMAR ADIG 5 5 16 26 5 3 6 14
15C48 SURAJ KUMAR 5 5 19 29 5 4 8 17
15C49 SUMIT KUMAR 5 5 19 29 4 3 7 14
15C50 RISHAV RAJ 4 4 19 27 4 4 8 16
15C51 JUGNU KUMAR 4 4 13 21 4 3 7 14
15C52 SANNI KUMAR 4 4 19 27 4 3 7 14
15C53 MULAYAM SINGH KUSH 5 5 17 27 5 4 10 19
15C54 VENKATESH JHA 4 4 20 28 4 4 8 16
15C56 KRISHLAY KUMAR KESHAV 4 4 16 24 4 3 7 14
15C57 PRASHANT KUMAR SINGH 5 5 14 24 5 3 8 16
15C58 MD. FIROJ ALAM 4 4 12 20 5 3 8 16
15C59 SURYA PRAKASH 5 5 15 25 5 3 7 15
15C60 SUMIT KUMAR SACSENA 4 4 16 24 4 4 6 14
15C61 AZHAR HUSSAIN 5 5 18 28 4 4 6 14
15C62 CHIRANJEEVI BHUSHAN SHARMA 4 4 19 27 4 4 7 15
15C63 RAHUL KUMAR 4 4 18 26 4 5 8 17
15C64 MEGHNATH KUMAR 5 5 14 24 5 5 10 20
15C65 AKSHAY KUMAR 5 5 19 29 5 5 10 20
16(LE)C02 SHABARA KHANAM 5 5 10 20 5 4 8 17
16(LE)C03 RAJ BINDU PRASAD 4 4 9 17 4 3 7 14
16(LE)C04 CHANDAN KUMAR 4 4 14 22 5 4 10 19
16(LE)C07 VIKASH KUMAR 5 5 19 29 5 5 10 20
16(LE)C08 ANISH KUMAR 5 5 20 30 5 4 8 17
16(LE)C09 KUMAR ADITYA 4 4 17 25 4 3 7 14
16(LE)C10 SANGRAM SINGH 4 4 0 8 4 4 6 14
14C28 ASHWANI KUMAR SINGH 4 4 13 21 4 3 7 14
RESULT ANALYSIS
0
5
10
15
20
25
30
35
1
Num
ber
of
stud
ents
Theory
<60%
60-70%
70-80%
80-90%
90-100%
0
5
10
15
20
25
30
35
1
Num
ber
of
stud
ents
Practical
<60%
60-70%
70-80%
80-90%
90-100%
CO MAPPING WITH DIRECTASSESSMENT TOOLS
COs CT1 MSE SEE LAB Assignment
CO1 - Q1, Q2 E1-E4 A1
CO2 - Q1, Q3 - A2-A3
CO3 Q1 Q1, Q5,
Q7
E5-E7 A4-A5
CO4 - Q6 - A6
Quality Measurement Sheets
a. Course End Survey
ACADEMIC YEAR: 2018 SEM: 6th DATE: 01/05/2018 COURSE: B.Tech. CLASS: Soil mech. And
rock mech. FACULTY: Dr. A. K. Rai, Dr. Akash Priyadarshee
Please evaluate on the following scale:
Excellent(E) Good(G) Average(A) Poor(P) No Comment(NC) 5 4 3 2 1
SNO QUESTIONAIRE E 5
G 4
A 3
P 2
NC 1
Avg %
GENERAL OBJECTIVES: 1 Did the course achieve its stated objectives? 5 100 2 Have you acquired the stated skills? 4 60 3 Whether the syllabus content is adequate to achieve the
objectives? 3 60
4 Whether the instructor has helped you in acquiring the stated skills?
4 80
5 Whether the instructor has given real life applications of the course?
4 80
6 Whether tests, assignments, projects and grading were fair? 4 80 7 The instructional approach (es) used was (were) appropriate to
the course. 4 80
8 The instructor motivated me to do my best work. 4 80 9 I gave my best effort in this course 4 80 10 To what extent you feel the course outcomes have been achieved. 4 80 Please provide written comments:
a) What was the most effective part of this course Shear strength of the soil and basic understanding of the rock behavior.
b) What are your suggestions, if any, for changes that would improve this course? Syllabus needs to be modified.
c) Given all that you learned as a result of this course, what do you consider to be most important? Basic understanding of soil and rock behavior.
d) Do you have any additional comments or clarifications to make regarding your responses to
any particular survey item? None
e) Do you have any additional comments or suggestions that go beyond issues addressed on this survey? none
TEACHING EVALUATION
MIT Muzaffarpur Bihar
Department of Civil Engineering
Course Assessment
ACADEMIC YEAR: 2018 SEM:6 th DATE:12/5/2018
COURSE: B.tech CLASS: soil and rock
mechanics
FACULTY: Dr. A. K. Rai, Dr. Akash
Priyadarshee
Assessment Criteria Used Attainment Level Remarks Direct (d) Theory
External Marks - - Internal Marks (Theory) 2.5/3 83% Assignments 3 100% Tutorials N.A. N.A.
Indirect (id) Course End Survey 4/5 80% Theory: Course Assessment (0.6 × d+ 0.4 × id) 81.8%
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