Structural geology is the study of the three-dimensional of the rock units with respect to their deformational histories, Structure is spatial and geometrical configuration of rock components.
Structures are classified into two types:
Primary structures.
Secondary structures
Primary structures
Structures that form during deposition or crystallization of the rock, are the result of two processes:
Settling of solid particles from fluid medium in which they have been suspended, in most of the sedimentary rocks.
Crystallization of mineral grains from a liquid in which they have been dissolved as in igneous rocks.
The current ppt discusses the different types of lineations formed due to deformation.
Lineations are genetically related to the foliation planes on which they occur, particularly where both are shaped by mineral orientations. Therefore, the planar and linear fabrics are both together aspects of the same three-dimensional geometry, which is related to the shape of the finite strain ellipsoid or,
more important still, to the history of incremental strains.
HOW THE JOINTS WERE FORMED ,WHAT ARE THE FORMATION OF JOINTS ,CLASSIFICATION OF JOINTS ,ORIGIN AND OCCURENCE OF JOINTS ,AND ENGINEERING IMPORTANTS OF JOINTS HAS BEEN GIVEN HERE .FOR ANY CLARIFICATION PLEASE CONTACT VIA EMAIL .
Structural geology is the study of the three-dimensional of the rock units with respect to their deformational histories, Structure is spatial and geometrical configuration of rock components.
Structures are classified into two types:
Primary structures.
Secondary structures
Primary structures
Structures that form during deposition or crystallization of the rock, are the result of two processes:
Settling of solid particles from fluid medium in which they have been suspended, in most of the sedimentary rocks.
Crystallization of mineral grains from a liquid in which they have been dissolved as in igneous rocks.
The current ppt discusses the different types of lineations formed due to deformation.
Lineations are genetically related to the foliation planes on which they occur, particularly where both are shaped by mineral orientations. Therefore, the planar and linear fabrics are both together aspects of the same three-dimensional geometry, which is related to the shape of the finite strain ellipsoid or,
more important still, to the history of incremental strains.
HOW THE JOINTS WERE FORMED ,WHAT ARE THE FORMATION OF JOINTS ,CLASSIFICATION OF JOINTS ,ORIGIN AND OCCURENCE OF JOINTS ,AND ENGINEERING IMPORTANTS OF JOINTS HAS BEEN GIVEN HERE .FOR ANY CLARIFICATION PLEASE CONTACT VIA EMAIL .
what is ventilation?
Functional requirements of a Ventilation system
Natural ventilation
•Mechanical ventilation
Single sided ventilation
Single sided double ventilation
Cross ventilation
Stack effect
Artificial ventilation
What is roof?
Types of roofs
Gable roof
Hip roof
Dutch hip roof
Valley shapes
what is ventilation?
Functional requirements of a Ventilation system
Natural ventilation
•Mechanical ventilation
Single sided ventilation
Single sided double ventilation
Cross ventilation
Stack effect
Artificial ventilation
What is roof?
Types of roofs
Gable roof
Hip roof
Dutch hip roof
Valley shapes
What are folds?
•Parts of the folds
•Classification of folds
•Classification on the basis of axial planes
•Classification on the basis of curvature(by Ramsay)
•Classification on the basis of plunge
•Engineering considerations
The cost of production/Chapter 7(pindyck)RAHUL SINHA
content
•MEASURING COST: WHICH COSTS MATTER?
•Fixed and variable cost
•Fixed versus sunk cost
•Amortizing Sunk Costs
•Marginal cost
•Average cost
•Determinants of short run cost
•Diminishing marginal returns
•The shapes of cost curves
•The Average–Marginal Relationship
•Costs in a long run
•Cost minimizing input choices
•Isocost lines
•Marginal rate of technical substitution
•Expansion path
•The Inflexibility of Short-Run Production
•Long run average cost
•Economies and Diseconomies of Scale
•The Relationship Between Short-Run and Long-Run Cost
•Break even analysis
What is pointing?
Scope of pointing
Method of pointing
What is plastering?
Objective of plastering
Lime plaster
Cement plaster
Gypsum plaster (plaster of Paris)
Water proof plaster of Mortar
Heat resistant plasters
Defects in plastering
1.Stretcher bond
2.Header bond
3.English bond and
4.Flemish bond.
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.
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; One-dimensional consolidation, time rate of
consolidation; Mohr’s circle, stress paths, effective and total shear strength parameters, characteristics of clays and sand.
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; One-dimensional 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.
Mathematics and Apti for GATE
Linear Algebra: Matrix algebra; Systems of linear equations; Eigen values and Eigen vectors.
Calculus: Functions of single variable; Limit, continuity and differentiability; Mean value theorems, local maxima and
minima, Taylor and Maclaurin series; Evaluation of definite and indefinite integrals, application of definite integral to
obtain area and volume; Partial derivatives; Total derivative; Gradient, Divergence and Curl, Vector identities, Directional
derivatives, Line, Surface and Volume integrals, Stokes, Gauss and Green’s theorems.
Ordinary Differential Equation (ODE): First order (linear and non-linear) equations; higher order linear equations with
constant coefficients; Euler-Cauchy equations; Laplace transform and its application in solving linear ODEs; initial and
boundary value problems.
Partial Differential Equation (PDE): Fourier series; separation of variables; solutions of one-dimensional diffusion
equation; first and second order one-dimensional wave equation and two-dimensional Laplace equation.
Probability and Statistics: Definitions of probability and sampling theorems; Conditional probability; Discrete Random
variables: Poisson and Binomial distributions; Continuous random variables: normal and exponential distributions;
Descriptive statistics - Mean, median, mode and standard deviation; Hypothesis testing.
Numerical Methods: Accuracy and precision; error analysis. Numerical solutions of linear and non-linear algebraic
equations; Least square approximation, Newton’s and Lagrange polynomials, numerical differentiation, Integration by
trapezoidal and Simpson’s rule, single and multi-step methods for first order differential equations
Transportation Infrastructure: Highway alignment and engineering surveys; Geometric design of highways—crosssectional elements, sight distances, horizontal and vertical alignments; Geometric design of railway track; Airport runway
length, taxiway and exit taxiway design.
Highway Pavements: Highway materials—desirable properties and quality control tests; Design of bituminous paving
mixes; Design factors for flexible and rigid pavements; Design of flexible pavement using IRC: 37—2012; Design of rigid
pavements using IRC: 58—2011; Distresses in concrete pavements.
Traffic Engineering: Traffic studies on flow, speed, travel time—delay and O-D study, PCU, peak hour factor, parking
study, accident study and analysis, statistical analysis of traffic data; Microscopic and macroscopic parameters of traffic flow,
fundamental relationships; Control devices, signal design by Webster’s method; Types of intersections and channelization;
Highway capacity and level of service of rural highways and urban roads.
Fluid Mechanics: Properties of fluids, fluid statics; Continuity, momentum, energy and
corresponding equations; Potential flow, applications of momentum and energy
equations; Laminar and turbulent flow; Flow in pipes, pipe networks; Concept of
boundary layer and its growth.
Structural Analysis: Statically determinate and indeterminate structures by force/ energy
methods; Method of superposition; Analysis of trusses, arches, beams, cables and frames;
Displacement methods: Slope deflection and moment distribution methods; Influence
lines; Stiffness and flexibility methods of structural analysis.
Solid Mechanics: Bending moment and shear force in statically determinate beams;
Simple stress and strain relationships; Theories of failures; Simple bending theory, flexural
and shear stresses, shear centre; Uniform torsion, buckling of column, combined and
direct bending stresses.
Compass surveying
Bearing
Whole circle bearing and reduced bearing
Conversion of bearings
Computation of angles
Declination and dip
Local attraction
Isogonic Lines
Agonic Lines
Detecting local attraction
For detecting local attraction it is necessary to take both fore bearing and back bearing for each line.
If the difference is exactly 180°, the two stations may be considered as not affected by local
attraction.
If difference is not 180°, better to go back to the previous station and check the fore bearing. If that
reading is same as earlier, it may be concluded that there is local attraction at one or both stations.
cost of production / Chapter 6(pindyck)RAHUL SINHA
topics covered
•Production and firm
•The production function
•Short run versus Long run
•Production with one variable input(Labour)
•Average product
•Marginal product
•The slopes of the production curve
•Law of diminishing marginal returns
•Production with two variable inputs
•Isoquant
•Isoquant Maps
•Diminishing marginal returns
•Substitution among inputs
•Returns to scale
•Describing returns to scale
What is fault?
Fault terminology
Fault plane:
Hanging wall
Foot wall
Slip and separation:
Separation
Classification of faults
Apparent movement as basis
Normal faults
Graben
Reverse faults:
Strike – slip faults
On the basis of altitude (dip and strike)
Mode of occurrences as basis
Parallel faults
Enechelon faults
Peripheral faults
Radial faults
On the basis of slip
Engineering consideration of faults
DAMS
Types of dams
Selection of dam sites
Geological characters for investigation
Selection of the dam type
Gravity dams
butress dams
embankment dams
arch dams
cupola dams
composite dams
Bhakra Dam
Mir Alam multi-arch dam
Idukki Dam
Tehri Dam
Ujani Dam or bhima dam
this is notes on chapter 2 of ten principles of economics by mankiw. topics covered:
THE ROLE OF ASSUMPTIONS
ECONOMIC MODELS
THE CIRCULAR-FLOW DIAGRAM
THE PRODUCTION POSSIBILITIES FRONTIER
MICROECONOMICS AND MACROECONOMICS
THE ECONOMIST AS POLICY ADVISER
this is short notes on chapter 2 of ten principles of economics by manikiw
it is description on mechanical and physical properties of the basic construction materials. mainly consist of test on rocks, description on sand, description on bricks
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
2. •What are joints?
•Terminology related to joints
•Classification
•Engineering considerations
3. What are joints?
•Joints may be defined as the fractures that divide the rocks into parts or blocks which have not been suffered any relative motion along that fracture.
•Joint set: it may be defined as group of or more joint surfaces trending in the same direction with almost the same dip.
• Joint system: A joint system is a group of two or more joint sets. (May have two or three intersecting sets)
4. Terminology related to joints
•Nature: joints may be open or closed.
•Open joints: open joints are the joints in which the blocks have been separated for the small distance to right angles to the fracture surface.
•Closed joints: closed joints are the joints in which the blocks are not separated from each other but allow the fluids(water and gases) to pass through the rocks.
•Veins: generally open joints gets filled up by secondary materials which crystallize or precipitate there forming thin or thick steaks of material. These steaks are called veins when thin and fissure veins when there thickness is greater than 20 cm.
5. Classification
•Joints are classified on the basis of
I.Spatial relationship
II.Geometry
III.Genesis(origin)
6. On the basis of spatial relation
•Systematic joints: joints that shows distinct regularity in the occurrences which can be easily measured or mapped. Such joints occur in parallel joint set that are repeated in the rocks at the regular intervals.
•Non-systematic joints: the joints that don’t posses any regularity in their occurrence and distribution.
On the basis of geometry
There are three types of joints on the basis of geometry:
1.Strike joints
2.Dip joints
3.Oblique joints
7. •Strike joints: the joints which are parallel to the strike of the rock.
•Dip joint: the joints which are parallel to the dip of the rock.
•Oblique joint: joints which are neither parallel to the strike nor to the dip of the layer in which they occur.
•In stratified rocks some joints may develop essentially parallel to the bedding planes. These are called bedding joints.
8. On the basis of origin of joints
1.Tension joints: joints which are developed due to the tensile force acting on the rocks. The ,most common location of such joints are the outer margins of crests and troughs in the folding.
2.Shear joints: these joints are commonly observed in the vicinity fault planes and shear zones where shearing stress prevails. In folds they occur in axial regions.
3.Compression joints: rocks may be compressed too crushing and numerous joints may result due to compressive forces. These occur in the compressive regions of the folds like on in innermost margin of the axis of folds.
9. Engineering considerations
DISAVANTAGES
a.joints are important because they split the rocks into a number of pieces which, in turn, reduce the competence of rock mass, increase the porosity and permeability and make them (rocks) susceptible to quick decay and Weathering.
10. b. Joints become avenues for the leakage of water in case of reservoirs. If they are closely spaced in the upstream side, silting problems also arise in reservoirs.
c. The incompetence, leakage and other effects introduced by joints in rocks may create foundation problems at dam sites.
d. Joints may pose ground water problems in tunnelling.
e. Depending on the relation of the dip of joints in rocks with reference to the surface slope, they may pose problems in laying roads and railways along hill slopes.
ADVANTAGES
1.Increase the ground water potentiality in any place.
2.Suitable spaced joints (i.e., with neither very close nor very wide joint intervals) not only facilitate the quarrying process or tunnelling process but also reduce the cost by decreasing the use of explosives.
12. What is unconformity?
•An unconformity may be defined as surface of the erosion on non-deposition occurring within the sequence of rocks. An unconformity is developed due to the change in the process of deposition of sedimentary rocks.
13. Origin of unconformity
•If the process of deposition remain uninterrupted for considerable time then layer will be deposited in order. Older beds occupy the position at the base of the sequence and younger beds are on the top. The sequence of deposition is called conformable.
•But if in any case the deposition is interrupted at a certain stage and exposed to erosion, then top layers will be eroded. This is followed by the phase of deposition of new beds over eroded surface. The sequence so formed is not conformable.
14. Types of unconformities?
•Angular unconformity: it is characterized by different inclinations and structural features above and below the surface unconformity. The sequence below the unconformity may be steep, faulted or folded and sequence above may be horizontal or inclined.
•Disconformity: it is the type of unconformity in which the beds below and above the surface of erosion are almost parallel.
Angular unconformity and disconformity
15. Nonconformity
Non-conformity: it is the term used for unconformity in the sequence of the rocks composed of plutonic igneous or metamorphic rocks as older and sedimentary rocks as younger or newer.
16. Engineering consideration
•Unconformity indicates the discontinuity in the sequence of the rocks. The behavior of the rocks above and below the unconformity shows the variation in their mechanical properties and hence affect the stability of the project.
•Unconformity marks the a weak contact which can allow percolation of water and can also act as fault plane towards forces imposed from above.