Faults are fractures in rock where there has been relative movement between the two sides. The fault plane is the surface where displacement occurs. The hanging wall is the rock above the fault plane, and the foot wall is below. Slip can be strike slip along the fault strike, dip slip along the dip, or oblique. Faults are classified based on movement, direction of slip, and geometry. Common types are normal faults where the hanging wall moves down, reverse faults where it moves up, and strike-slip faults where movement is horizontal. Faults can impact engineering by weakening foundations and providing pathways for water.
A fault is a break or fracture between two blocks of rocks in response to stress.
One block has moved relative to the other block.
The surface along which the blocks move is called a fault plane.
Faulting produced the earthquakes.
Thus earthquakes may occur because:
a) Rocks are initially broken to produce a fault.
b) Movement or re-activation of an already existing fault.
Fault is a fracture discontinuity along which the rocks on either side have moved past each other . It describes about the parts and types of fault an also the various field evidences for the occurrence of a fault .
A fault is a break or fracture between two blocks of rocks in response to stress.
One block has moved relative to the other block.
The surface along which the blocks move is called a fault plane.
Faulting produced the earthquakes.
Thus earthquakes may occur because:
a) Rocks are initially broken to produce a fault.
b) Movement or re-activation of an already existing fault.
Fault is a fracture discontinuity along which the rocks on either side have moved past each other . It describes about the parts and types of fault an also the various field evidences for the occurrence of a fault .
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 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
This lecture includes the fold terminology and classification of folds based of different criteria.
Classification of folds based on:
Direction of closing
Attitude of axial surface
Size of interlimb angle
Profile
Ramsay Classification of folds
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 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
This lecture includes the fold terminology and classification of folds based of different criteria.
Classification of folds based on:
Direction of closing
Attitude of axial surface
Size of interlimb angle
Profile
Ramsay Classification of folds
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.
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.
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
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
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
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
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.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
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.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
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.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
2. What is fault?
•It may be defined as a fracture surface in rock across which there is relative motion parallel to the surface between the adjacent blocks of the rock.
3. Fault terminology
•Fault plane: it is the planer surface along which relative displacement of blocks takes place during the process of faulting.
4. •The walls:
1.Hanging wall: it is the term used for the faulted block which lies on the upper surface of the fault plane.
2.Foot wall: it is the term used for the faulted block which lies on the under surface of the fault plane.
5. •Slip and separation: slip may be defined as the relative motion of rock blocks along fault planes.
1.Strike slip: the slip that occurs along the direction of the strike of fault plane.
2.Dip slip : the slip that occurs along the direction of the dip of the fault plane.
3.Oblique slip: the slip that occurs both in dip and strike direction i.e. it is combination of strike and dip direction.
6. •Separation: The amount of apparent offset of a faulted surface, measured in specified direction. There are strike separation, dip separation, and net separation.
1.Heave: The horizontal component of dip separation measured perpendicular to strike of the fault.
2. Throw: The vertical component measured in vertical plane containing the dip.
7. Classification of faults
•Following are the factors commonly considered important :
1.The apparent movement of the rock blocks along the fault plane.
2.The direction of the slip.
3.The relation of the fault altitude with the altitude of the displaced bed
8. Apparent movement as basis
a. Normal faults: faults in which the hanging wall is moved down with respect to the foot wall.
Horst : when two normal faults are on the either side of a central wedge shaped block such that it appears high up with respect to either blocks.
9. •Graben: when two normal faults are on the either side of a wedge shaped block such that it appears downwards with respect to either blocks.
b. Reverse faults: this type of fault in which the hanging wall appears to have moved up with respect to the foot wall and dips at the angle more than 45 degrees.
10. •Thrust fault: these are variety of reverse faults in which the hanging wall has moved up with respect to footwall and the fault dip at the angle below 45 degrees.
c. Strike – slip faults: it may be defined faults in which the faulted blocks have been moved against each in the horizontal direction along strikes.
There are two types of strike – slip faults:
1. Right lateral strike-slip fault (dextral): Where the side opposite the observer moves to the right.
2.Left lateral strike-slip fault (sinistral): Where the side opposite the observer moves to the left.
11. On the basis of altitude (dip and strike)
•Strike faults: faults that develop parallel to the strike of strata. In other words, the strike of the fault and that of disrupted layers are essentially parallel.(figure a)
•Dip faults: faults that develop parallel to the dip of the strata. In other words, the fault strike is parallel to the dip of layers disrupted by faults. (figure b)
•Oblique faults: faults whose strike makes an oblique angle with the strike of the rock in which it has caused the displacement. (figure c)
12. Mode of occurrences as basis
a.Parallel faults: a group of normal faults occurring in the close proximities having same dips and strikes. when this group gives step like stricture in the structure then it is called step faults. (figure a)
13. b. Enechelon faults: Faults that are approximately parallel one another but occur in short unconnected segments, and sometimes overlapping. (figure b)
c. Peripheral faults: when in any region the majority of faults are concentrated along the border or margin of the area. (figure c)
d. Radial faults: the group of fault that appear emerging outward from a common point is called radial faults. (figure d)
14. On the basis of slip
1.Strike slip fault: it may be defined faults in which the faulted blocks have been moved against each in the horizontal direction along strikes.
•They are called by other names under which they occur:
a)Wrench fault: it is the strike slip faults in origin in which fault plane has developed transverse to the regional structure and even the net slip is in the same manner. The dip of the fault is very steep, nearly vertical.
b)Transform faults: these are the strike slip faults that occur in the oceanic ridges.
c)Tear faults: these are strike slip faults occurring in groups in continental regions that divide an originally extensive block into blocks of smaller and convenient dimensions.
15. There are three types of transform faults :
•Ridge-Ridge transforms link two segments of a constructive plate boundary.
•Trench-Trench transforms link two segments of a destructive plate boundary.
•Ridge-Trench transforms link a constructive plate boundary to a destructive one.
16. 2. Dip slip faults: may be defined as the type of fault in which slip has taken place in parallel to the dip of the fault.
3. Oblique slip fault: may be defined as the faults in which the direction of net slip has taken place neither to the dip nor to the strike of the fault but is inclined to both of these direction.
17. Engineering consideration of faults
•Faults cause very much shearing and crushing of rocks located in the fault zone making the rocks weak on one hand and porous, permeable on the other hand.
•So following general conclusions can be drawn:
I.The faulted rocks will form weak foundations for the dams.
II.The fault zones will provide easy pathways for the water and causes leakage when left untreated in the dams.
III.Once the fault zone becomes lubricated with water, the probability of further slipping becomes high. This may create critical condition within the foundation.
IV.Faulting products like gouge and breccia create additional problems.
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