Archive for 2022
MTCEC-0105 Low Cost Building Materials and Construction Techniques syllabus notes and pdf
SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) SYLLABUS For MASTERS IN TECHNOLOGY (CONSTRUCTION TECHNOLOGY & MANAGEMENT) Course Code: MTCTM Department of Civil Engineering Faculty of Engineering Duration of Course: 2Year Examination Mode: Semester Examination System: Grading Swami Vivekanand University, Sironja, Sagar (M.P.) 2016-2017
syllabus notes and pdf
UNIT- 1 MARKS 14
Concepts of low-cost materials Soil, Fly ash, ferrocement, Lime, Fibers, Stone Dust, Boulders and oversize metal, Bitumen etc.
UNIT- 2 MARKS 14
Low cost building material products:- (a) Walls - Stabilized and sun-dried, soil blocks & bricks, Hollow concrete blocks, stone masonry blocks, Ferro-cement partitions. (b) Roofs - Precast R.C. Plank & Joists roof, Precast channel roof, Precast L-panel roof, Precast Funicular shells, Ferrocement shells, Filler Slab, Seasal Fibre roof, Improved country tiles, Thatch roof.
UNIT- 3 MARKS 14
Low-cost construction Techniques and Equipment (a) Techniques: - Rat trap bond construction, Precast R.C. and Ferrocement technique, Mud Technology, (b) Equipment: - Brick moulding machine, Stabilized soil block making machine and plants for the manufacturing of concrete blocks, (c) Low Cost Roads
UNIT- 4 MARKS 14
Low-cost sanitation:- (a) Waste water disposal system, (b) Low cost sanitation for rural and urban areas (c) Ferrocement Drains
UNIT- 5 MARKS 14
Cost analysis and comparison (a) Low-cost materials (b) Low-cost techniques
Swami Vivekanand University, Sagar(M.P.)
TEXTBOOKS:
1. Civil Engineering Construction Technology By Rangwala
2. Construction Tecgneques By B.C. Punmia
REFERENCE BOOKS:
1. Highway Engineering Bu Khanna & Justo
2. Waste Water & Waste Management By B.C. Punmia
3. Concrete Technology By Dr. Ramamurtham
MTCEC-0104 - Construction Technology syllabus notes and pdf
SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) SYLLABUS For MASTERS IN TECHNOLOGY (CONSTRUCTION TECHNOLOGY & MANAGEMENT) Course Code: MTCTM Department of Civil Engineering Faculty of Engineering Duration of Course: 2Year Examination Mode: Semester Examination System: Grading Swami Vivekanand University, Sironja, Sagar (M.P.) 2016-2017
syllabus notes and pdf
MTCEC-0104 - Construction Technology
UNIT- 1 MARKS 14
Advanced Pavement Construction Techniques: Pavement Construction using Bitumen, Hot mix plant, Concrete Road Construction, Fibre Reinforced Pavement Construction, Low-Cost Road Construction Techniques.
UNIT- 2 MARKS 14
Form Work and Temporary Structures: Design and construction features of different types of Temporary Structures. Stationary and slip form work Techniques, Special features of in situ construction. Stripping and Removal of form works, Formworks for special structures e.g. shells, bridges, towers etc.
UNIT- 3 MARKS 14
Steel Construction: Shop and in situ construction techniques, different connections. High-strength bolts,
Clearances and Tolerances, Erection of steel structures like Bridges, Trusses Chimneys, and Power Houses.
UNIT- 4 MARKS 14
Prestressing: Plants, Equipment for Prestressed Construction, Different Techniques of Prestressing. Prestressing of Bridge girders, water tanks and special structures
UNIT- 5 MARKS 14
Construction Techniques of Heavy and Special Structures: Dams, Bridges, large span roofs, high rise Buildings, off shore Platforms, Pipelines, Tunnels and other undergroundS structures, Safety measures in Construction.
Swami Vivekanand University, Sagar(M.P.)
MTCEC-0104 - Construction Technology
TEXT BOOKS:
1.Civil Engineering Construction Technology By Rangwala
2.Construction Tecgneques By B.C. Punmia
REFRENCES:
1.Highway Engineering By Khanna & Justo
2.Prestressed Concrete By B.C. Punmia
3.Prestressed Concrete By N.K. Raju
MTCEC-0103 - Advanced Geotechnical Engineering syllabus notes and pdf
SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) SYLLABUS For MASTERS IN TECHNOLOGY (CONSTRUCTION TECHNOLOGY & MANAGEMENT) Course Code: MTCTM Department of Civil Engineering Faculty of Engineering Duration of Course: 2Year Examination Mode: Semester Examination System: Grading Swami Vivekanand University, Sironja, Sagar (M.P.) 2016-2017
syllabus notes and pdf
UNIT- 1 MARKS 14Site Investigations & Stress Distribution in soils : Brief review of vearious methods of subsurface explorations,
soil sampling, subsurface soundings, Geophysical explorations. Stress distribution beneath loaded areas by
Boussinesq Westergaard's and Steinbrenner methods. Newmark's influence chart. Contact pressure distribution.
Settlement analysis.
UNIT- 2 MARKS 14Well Foundations & Coffer Dams : Types of caissons , Wells, and their design criteria. IS and IRC codes and
their provisions. Tilt and Shift in wells and their rectifications, Types, Design data for cellular dams, stability
analysis. interlock Stresses, Methods of design of cellular coffer dams.
UNIT- 3 MARKS 14Machine Foundations: Theory of Vibrations. Single and double degree of freedom system, Damped and
undamped vibrations, Types of machine foundations, mass spring model of analysis. Apparant mass of soil,
Design of block foundations for impact type of machinery, Indian standard on Design and Construction of
Foundations for Reciprocating machines
UNIT- 4 MARKS 14Foundations on Expansive Soils: Characteristics and treatment of expansive soils. Construction techniques in
expansive soils, Use of under-reamed piles and their design criteria, CNS Layer techniques. Construction on
collapsible soil
UNIT- 5 MARKS 14Rock Mechanics: Problems in Rock mechanics, Classification of rocks, physical, geological and Mechanical
properties of rocks, mechanics of rock, deformation and fracture under load, The range and scope of Rock
mechanics in relation to civil engineering projects
TEXT BOOKS:
1. GEOTECHNICAL ENGINEERING BY B.C. PUNMIA
2. SOLI ENGINEERING BY Dr. R.K. ARORA
syllabus notes and pdf MTCEC-0102 - Construction Materials
SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) SYLLABUS For MASTERS IN TECHNOLOGY (CONSTRUCTION TECHNOLOGY & MANAGEMENT) Course Code: MTCTM Department of Civil Engineering Faculty of Engineering Duration of Course: 2Year Examination Mode: Semester Examination System: Grading Swami Vivekanand University, Sironja, Sagar (M.P.) 2016-2017
UNIT- 1 MARKS 14
Material Science: Classification, Standardisation, Codification and Variety. Details of Micro Structure of Different construction Materials, Different effects on materials of construction.
UNIT- 2 MARKS 14
Properties of Materials: Environmental Influences: Thermal effects : Effect of Chemicals, Fire resistance, Corrosion and Oxidation, Radiation. Properties of fresh & hardened concrete, Shrinkage & creep of concrete
UNIT- 3 MARKS 14Concrete: Design and production of concrete ingredients, Additives and admixtures. Special Concretes e.g. lightweight, Heavyweight, Ready mix concrete, Fibre Reinforced concrete etc.
UNIT- 4 MARKS 14
New Construction Materials: Polymer materials, Thermo - Plastic, Polymer Concrete, Composite materials, Ferrocement, Ferroconcrete, and Building materials from Agricultural & Industrial wastes.
UNIT- 5 MARKS 14
Quality control in construction: Various aspects, Principle of statistical quality control. Different techniques of materials and process Quality control, Destructive and non-destructive Testing of Materials, I.S. and international procedures of testing
Swami Vivekanand University, Sagar(M.P.)
MTCEC-0102 - Construction Materials
TEXT BOOKS:
1. Ammer, D.A. Material Management Irwin Publishers Illionis, 1972.
2. White A.H. Engineering materials, MC Graw - Hill.
3. Deb. A., Engineerig materials, world press.
References :
1. Billmeyer Jr. F.W. Text Book of Polymer Science, Interscience Publishers Inc.
2. Golding Brage Polymers and Resins Nortrand.
3. Schmidt A.X. & Marties CA "Principle of High Polymer Theory & Practice" MC Graw - Hill.
4. Stille, J.K. "Introduction to Polymer Chemistry" Johwiley.
5. Winding C.C. & Hiatt G.D. "Polymetric".
MTCEC-0101 – Advance Engineering Mathematics syllabus notes and pdf
SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) SYLLABUS For MASTERS IN TECHNOLOGY (CONSTRUCTION TECHNOLOGY & MANAGEMENT) Course Code: MTCTM Department of Civil Engineering Faculty of Engineering Duration of Course: 2Year Examination Mode: Semester Examination System: Grading Swami Vivekanand University, Sironja, Sagar (M.P.) 2016-2017
UNIT- 1 MARKS 14
Numerical solution of Partial Differential Equation (PDE): Numerical solution of PDE of hyperbolic, parabolic
and elliptic types by finite difference method.
UNIT- 2 MARKS 14
Integral transforms: general definition, introduction to Mellin, Hankel and Fourier transforms and fast Fourier
transforms, application of transforms to boundary value problems in engineering.
UNIT- 3 MARKS 14
Integral equations: Conversion of Linear Differential equation (LDE) to an integral equation (IE), conversion of
boundary value problems to integral equations using Green's function, solution of Integral equation, IE of
convolution type, Abel's IE, Integro differential equations, IE with separable variable, solution of FredholmEquation with separable kernels, solution of Fredholm and Volterra equations by the method of successive
approximations.
UNIT- 4 MARKS 14
Calculus of Variation: Functionals and their Variational, Euler's equation for the function of one and two independent
variables, application to engineering problems.
UNIT--5 MARKS 14
FEM: Variational functionals, Euler Lagrange's equation, Variational forms, Ritz methods, Galerkin's method, discretization, finite element method for one-dimensional problems.
TEXT BOOKS:
1. Higher Engineering Mathematics by B.V. Ramana, Tata Mc Hill.
2. Advance Engineering Mathematics by Ervin Kreszig, Wiley Easten Edd.
3. Applied Numerical Methods with MATLAB by Steven C Chapra, TMH
Reference Books:
1. CF Froberg, Introduction to numerical analysis.
2. SS Sastry, Introductory methods of numerical analysis
3. Krasnove, Kiselevanded Makarenho, Integral equations
4. Buchanan, Finite element Analysis (schaum Outline S), TMH
5. Krishnamurthy, Finite element analysis, TMH
6. Numerical Methods in engineering, Salvadori and Baron
7. Theory and problems of Numeric analysis (Schaum Outline S), Schied, TMH
MVCT/MVCP-301(A) Exam paper December 2016
Previous year paper Mtech CTM 3rd Sem RGPV MVCT 301 A
MVCT/MVCP-301(A)
ii) All questions carry equal marks.
iii) Assume suitable data if necessary.
2. Discuss the following:
a) Stone Soiling
b) Brick Soiling
3. Briefly discuss the following interface treatments:
a) Prime Coat
b) Tack Coat
concrete road construction? Also, discuss the following:
a) Dowel Bars
b) Tie Bars
a) Classification of Various Types of Joints
b) Necessity of Providing each Type
c) Method of construction of Joints
a) Prestressed concrete pavements
b) Fiber-reinforced concrete pavements
MVCT/MVCP-301(A) Examination, June 2016 MVCT 301
MVCT/MVCP-301(A)
1. Discuss the classification of types of highway construction with the suitability of each type under Indian conditions.
b) Discuss MOST specifications for bituminous construction.
b) What are the requirements of materials, plants, and equipment for C.C. road construction?
b) Discuss the use of CPM/PERT in highway construction.
b) Differentiate between capital budgeting and performance budgeting.
b) Explain the following terms:
i) Financial ratio analysis
ii) Sinking fund provision
| 8. a) Explain the role of different financial institutes in the development of the infrastructure in our country. | |
a) Role of legislation in waste management
b) Economic theories
c) Accounting procedures
d) Labour laws and Acts
e) Principles of wages and salary
MVCT/MVCP-301(A) M.E./M.Tech., III Semester Examination, June 2020 Advanced Highway Construction
ii) All questions carry equal marks.
iii) Solve all parts of any question continuously at the same place.
1. Answer any two parts of the question.
- Differentiate Embankment and Subgrade. Briefly explain the compaction procedure during the construction of the embankment and subgrade. 7
- Classify various types of granular layers in the flexible and rigid pavement. Mention various properties to be considered for quality control and quality assurance. 7
- Define Stabilization. Explain mechanical stabilization and Chemical stabilization. 7
- Classify various types of bituminous bases and wear courses for roads. Explain various quality control parameters of bituminous base and wearing courses to be ensured during construction. 14
- Define: 14
- i) Prime Coat
- Tack Coat
- Seal Coat
Explain the significance of Prime coat, tack coat and seal coat. Also, enlist materials used in these layers. - Answer any one part of the question.
- List out various quality control tests to be performed in field for cement concrete pavements. Briefly explain various quality control aspects to be considered during the construction of pavement quality concrete layer. 14
- Explain the detailed procedure of construction of various types of joints in rigid pavements. 14
- Answer any one part of the question.
- Explain the design procedure of continuous reinforced concrete pavements as per IRC code with a neat sketch. 14
- Differentiate the fundamental philosophy of conventional cement concrete pavement and continuously reinforced concrete pavements with neat sketches. Explain the advantages of continuous reinforced concrete pavements. 14
- Answer any one part of the question.
- Elaborate the fundamental concept of Project management. Write a short note on Planning
and Scheduling phase in project management. Mention the typical guidelines for network
construction. 14 - Briefly explain the detailed procedure of the Critical Path Method with an example of the typical highway project. 14
- Briefly explain the detailed procedure of design of Bituminous mixes for the construction of Bituminous layers. 7
- Classify various types of Bituminous Binders and Mention the criteria for the selection o of Bitumen binders and Bituminous mixes for bituminous layers. 7
- a) Draw a neat sketch of the expansion joint and indicate all necessary elements as per the Indian Road Congress code. 7
- b) Write any seven points on various internal drainage measures to be taken during the construction of flexible pavement at water logging areas. 7
- a) Explain the significance of reinforcement in cement concrete pavement and fibre reinforcement in concrete pavement. 7
b) Explain the fundamental philosophy of the PERT technique.
Any Suggestions, please comment below!!!
[pdf] [new syllabus] Pervious year paper MVCT/MBCT/MVCP 101- ADVANCE MATHEMATICS Theory: RGPV MTECH NOTES PDF
MVCT/MBCT/MVCP 101- ADVANCE MATHEMATICS Theory: MVCT 101
The year-wise question papers are shared below. Click on each link and download the papers
Click here:
- [notescivil] mvct-101-advance-mathematics-dec-2016
- [notescivil]mvct-101-advance-mathematics-jun-2016
- [notescivil] mvct-101-advance-mathematics-jun-2017
- [notescivil] mvct-mbct-mvcp-101-advance-mathematics-(new)-dec-2017
- [notescivil] mvct-101-advance-mathematics-nov-2018
- [notescivil] mvct-mbct-mvct-101-advance-mathematics-jun-2020
Any Suggestions, please comment below!!!
- [notescivil] mvct-101-advance-mathematics-dec-2016
- [notescivil]mvct-101-advance-mathematics-jun-2016
- [notescivil] mvct-101-advance-mathematics-jun-2017
- [notescivil] mvct-mbct-mvcp-101-advance-mathematics-(new)-dec-2017
- [notescivil] mvct-101-advance-mathematics-nov-2018
- [notescivil] mvct-mbct-mvct-101-advance-mathematics-jun-2020
[PDF] Capsule 2 MVCT101 Advanced Mathematics Theory Unit 1 Objective type question as per new syllabus
[PDF] Capsule 2 MVCT101 Advanced Mathematics Theory Unit 1 Objective type question as per new syllabus
To download complete MVCT101 Advanced Mathematics Theory Notes please join this telegram group https://t.me/+cj3WhHbC86syMTdl
MVCT101 Advance
Mathematics Theory
Unit 1 Introduction to Operations Research
Capsule 2
31. Using ______________
method, we can never have an unbounded solution
- Simplex
- Dual simplex
- Big M
- Modi
32. The customers of high
priority are given service over the low priority customers is ______________.
- Pre emptive
- FIFO
- LIFO
- SIRO
33. A queuing system is
said to be a ______________ when its operating characteristic are independent
upon time
- pure birth model
- pure death model
- transient state
- steady state
34. An activity which does
not consume neither any resource nor time is known as ______________.
- predecessor activity
- successor activity
- dummy activity
- activity
35. The difference between
total and free float is ______________.
- total
- free
- independent
- interference
36. The number of time
estimates involved in Program Evaluation Review Technique problem is
______________.
- 1
- 2
- 3
- 4
37. The assignment problem
is always a ______________matrix.
- circle
- square
- rectangle
- triangle
38. The slack variables
indicate ______________.
- excess resource available.
- shortage of resource
- nil resource
- idle resource
39. If the net evaluation
corresponding to any non -basic variable is zero, it is an indication of the
existence of an ______________.
- initial basic feasible solution
- optimum basic feasible solution
- optimum solution.
- alternate optimum solution.
40. Mathematical model of
linear programming problem is important because ______________.
- it helps in converting the verbal description and
numerical data into mathematical expression
- decision makers prefer to work with formal models
- it captures the relevant relationship among
decision factors
- it enables the use of algebraic technique
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41. While solving a linear
programming problem infeasibility may be removed by ______________.
- adding another constraint
- adding another variable
- removing a constraint
- removing a variable
42. The right-hand side
constant of a constraint in a primal problem appears in the corresponding dual
as______________.
- a coefficient in the objective function
- a right-hand side constant of a function
- an input output coefficient a left-hand side
constraint
- coefficient variable
43. During iteration while
moving from one solution to the next, degeneracy may occur when______________
- the closed path indicates a diagonal move
- two or more occupied cells are on the closed path
but neither of them represents a corner of the path.
- two or more occupied cells on the closed path
with minus sign are tied for lowest circled value.
- the closed path indicates a rectangle move.
44. Maximization
assignment problem is transformed into a minimization problem by______________.
- adding each entry in a column from the maximum
value in that column
- subtracting each entry in a column from the
maximum value in that column
- subtracting each entry in the table from the
maximum value in that table
- adding each entry in the table from the maximum
value in that table
45. Priority queue
discipline may be classified as______________.
- pre-emptive or non-pre-emptive
- limited
- unlimited
- finite
46. Replace an item
when______________.
- average cost upto date is equal to the current
maintenance cost
- average cost upto date is greater than the
current maintenance cost
- average cost upto date is less than the current
maintenance cost.
- next year running cost in more than average cost
of nth year
47. In time cost trade off
function analysis______________.
- cost decreases linearly as time increases
- cost increases linearly as time decreases
- cost at normal time is zero
- cost increases linearly as time increases
48. The transportation
problem deals with the transportation of ______________.
- a single product from a source to several
destinations
- a single product from several sources to several
destinations
- a single product from several sources to a
destination
- a multi -product from several sources to several
destinations
49. The minimum number of
lines covering all zeros in a reduced cost matrix of order n can be
______________.
- at the most n
- at the least n
- n-1
- n+1
50. For a 2.5% increase in
order quantity (under fundamental EOQ problem) the total relevant cost would
______________
- increase by 2.5%.
- decrease by 2.5%.
- increase by 0.25%.
- decrease by 0.25%.
51. In the basic EOQ
model, if the lead time increases from 2 to 4 days, the EOQ will ______________
- double increase
- remain constant
- but not double
- decrease by a factor of two
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52. When the sum of gains
of one player is equal to the sum of losses to another player in a game, this
situation is known as ______________.
- two-person game
- two-person zero-sum game
- zero-sum game
- non-zero-sum game
53. In the network, one
activity may connect any ______________ nodes
- 1
- 2
- 3
- 4
54. Graphical method is
also known as ______________.
- Simplex Method
- Dual Simplex Method
- Big-M Method
- Search-Approach Method
55. If the given Linear
Programming Problem is in its standard form then primal-dual pair is
______________.
- symmetric
- un symmetric
- square
- triangle
56. The method used to
solve Linear Programming Problem without use of the artificial variable is
called ______________.
- Simplex Method
- Big-M Method
- Dual Simplex Method
- Graphical Mehtod
57. When the total demand
is equal to supply then the transportation problem is said to be ______________
- balanced
- unbalanced
- maximization
- minimization
58. For finding an optimum
solution in transportation problem ______________ method is used.
- Simplex
- Big-M
- Modi
- Hungarian
59. Linear Programming
Problem is a technique of finding the ______________.
- optimal value
- approximate value
- initial value
- infeasible value
60. Any solution to a
Linear Programming Problem which also satisfies the non- negative notifications
of the problem has ______________.
- solution
- basic solution
- basic feasible solution
- feasible solution
Notes for Mtech CTM (Construction
Technology Management) available strictly as per syllabus for all
three-semester available.
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question paper for online exam
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