This document discusses the various types of failures that can occur in rigid pavements. It identifies 11 common types of failures: 1) faulting, 2) durability cracking, 3) punch-out, 4) corner breaks, 5) linear cracking, 6) shrinkage cracking, 7) polished aggregate, 8) scaling, 9) joint spalling, 10) warping cracks, and 11) pumping. For each failure type, the document describes the causes and potential remedies. The failures generally result from poor material quality, excessive loads, moisture infiltration, temperature changes, and inadequate pavement design or construction. Repairs range from crack sealing to full slab replacement depending on the severity and extent of the damage.
Design of rigid pavements. IRC method of design of rigid pavement. Transportation Engineering. Civil Engineering. Wheel loads on rigid pavement. Action of various stresses on rigid pavement. Highway engineering. How rigid pavements different from flexible pavements
For good condition of pavement, an engineer should have to silent knowledge about failures and causes of pavement to minimize the road accident and for better life of road highway.
Design of rigid pavements. IRC method of design of rigid pavement. Transportation Engineering. Civil Engineering. Wheel loads on rigid pavement. Action of various stresses on rigid pavement. Highway engineering. How rigid pavements different from flexible pavements
For good condition of pavement, an engineer should have to silent knowledge about failures and causes of pavement to minimize the road accident and for better life of road highway.
A highway pavement is a structure consisting of superimposed layers of processed materials above the natural soil sub-grade, whose primary function is to distribute the applied vehicle loads to the sub-grade. The pavement structure should be able to provide a surface of acceptable riding quality, adequate skid resistance, favorable light reflecting characteristics, and low noise pollution.
Types of Failures in Rigid Pavements Joint Spalling in Rigid Pavements. Excessive compressive stress causes deterioration in the joints,... Faulting in Rigid Pavements. The difference in elevation between the joints is called as faulting. Polished Aggregate in Rigid Pavements. The repeated traffic ...
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The Benkelman beam is the simplest and the oldest deflection
test device, developed in the United States in the mid-1950s. Its used to measure the structural capacity of a flexible pavement.
A highway pavement is a structure consisting of superimposed layers of processed materials above the natural soil sub-grade, whose primary function is to distribute the applied vehicle loads to the sub-grade. The pavement structure should be able to provide a surface of acceptable riding quality, adequate skid resistance, favorable light reflecting characteristics, and low noise pollution.
Types of Failures in Rigid Pavements Joint Spalling in Rigid Pavements. Excessive compressive stress causes deterioration in the joints,... Faulting in Rigid Pavements. The difference in elevation between the joints is called as faulting. Polished Aggregate in Rigid Pavements. The repeated traffic ...
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The Benkelman beam is the simplest and the oldest deflection
test device, developed in the United States in the mid-1950s. Its used to measure the structural capacity of a flexible pavement.
Inadequate Stability or Strength
Loss of binding action
Loss of base course materials
Inadequate wearing course
Use of inferior materials and crushing of base course materials
Lack of lateral confinement for the granular base course.
The Research on the Cracks of the Asphalt PavementIJERA Editor
The cracking is one of the common diseases of the asphalt pavement. According to the shape and the forming reasons, the cracks can be divided into two categories. Each categories can be divided into several types. Through the comparison and the analysis of the causes of different cracks, the prevention and the treatments are proposed in the respects of the structural design, material design and construction
Pavement crack refers to a variety of types of pavement distresses that occur on the surface of pavements. Different types of pavements develop different cracks. Type of cracking is also correlated with the type of climate and traffic. Sometimes the cracks are aggregated using an index such as Crack index, and sometimes they are merged with other distresses and are reported using Pavement Condition Index
Cracks in Pavement
Types of Cracks
Underground Construction provides construction, technical and management services to its customers. The company specializes in power, communications, airport fueling and heavy engineering. Since laying its first pipe in 1936, Underground Construction has completed thousands of projects throughout the United States.
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Self-curing concrete is achieved by means of replacing a part of aggregate by lightweight aggregate or adding chemical admixtures. The self-curing process of concrete takes place from inside to outside, thus reducing the autogenous shrinkage and self-desiccation, especially for the high-performance concrete with relatively low water/binder ratio.
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Trenchless construction. Trenchless construction includes such construction methods as tunneling, microtunneling (MTM), horizontal directional drilling (HDD) also known as directional boring, pipe ramming (PR), pipe jacking (PJ), moling, horizontal auger boring (HAB) and other methods for the installation of pipelines and cables below the ground with minimal excavation.
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A stressed ribbon bridge (also stress-ribbon bridge or catenary bridge) is a tension structure (similar in many ways to a simple suspension bridge). The suspension cables are embedded in the deck which follows a catenary arc between supports. Unlike the simple span, the ribbon is stressed in traction, which adds to the stiffness of the structure (simple suspension spans tend to sway and bounce).
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The process of self-healing of cracks or self-filling up of cracks by the help of bacterial reaction in the concrete after hardening is known as Self-Healing Concrete. It can be observed that small cracks that occur in a structure of width in the range of 0.05 to 0.1mm gets completely sealed in repetitive dry and wet cycles.
The typical deflection diagrams shown in figures 1 and 2 indicate that all the high strength concrete beams had adequate ductility and Structural Behaviour of High Strength Concrete Beams 135 showed substantial deflections at failure. The ulti- mate deflections shown in Table 3 were measured prior to failure as near to collapse as possible.
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Autoclaved aerated concrete (AAC) is a lightweight, precast, foam concrete building material suitable for producing concrete masonry unit (CMU) like blocks. Composed of quartz sand , calcined gypsum , lime , cement , water and aluminum powder , AAC products are cured under heat and pressure in an autoclave .
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A submerged floating tunnel, also known as submerged floating tube bridge, suspended tunnel, or Archimedes bridge, is a proposed design for a tunnel that floats in water, supported by its buoyancy. The tube would be placed underwater, deep enough to avoid water traffic and weather, but not so deep that high water pressure needs to be dealt with—usually 20–50 m is sufficient. Cables either anchored to the Earth or to pontoons at the surface would prevent it from floating to the surface or ...
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The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture." Hybrids. Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s).
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Computer Ethics: Ethics is a set of moral principles that govern the behavior of a group or individual. Therefore, computer ethics is set of moral principles that regulate the use of computers. Some common issues of computer ethics include intellectual property rights (such as copyrighted electronic content), privacy concerns, and how ...
CIVIL SEMINAR REPORT :USE OF GEOGRIDS IN FLEXIBLE PAVEMENT. Geogrids can also prevent aggregate penetration into the subgrade, depending on the ability of the geogrid to confine and prevent lateral displacement of the base/sub-base. However, the geogrid does not prevent intrusion of subgrade soils up into the base/sub-base course,...
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Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
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
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.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
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• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
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Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
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.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
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.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
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.
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.
2. FAILURES OF RIGID PAVEMENT
TYPES OF FAILURE IN RIGID PAVEMENTS2
Failure in rigid pavement (or cement concrete pavement) can
be identified by formation of cracks on the pavement surface.
Factors affecting failure,
1. Use of poor quality material
2. Inadequate stability of the pavement structure
3. TYPES OF FAILURES
TYPES OF FAILURE IN RIGID PAVEMENTS3
Scaling of cement concrete
Shrinkage cracks
Joint spalling
Warping cracks
Pumping
Faulting
Polished Aggregate
Punch out
Linear Cracking
Durability Cracking
Corner Break
4. 1. FAULTING
TYPES OF FAILURE IN RIGID PAVEMENTS4
The difference in elevation between the joints is called as
faulting.
CAUSES OF FAILURES
Settlement of the pavement due to soft foundation
Erosion of material under the pavement.
Curling of the slab edges due to temperature and moisture
changes.
5. REMEDIES
TYPES OF FAILURE IN RIGID PAVEMENTS5
Diamond grinding is used to restore the pavement if
faulting reaches 4 mm.
Dowel bar retrofitting is required if the faulting is between
4 and 12.5 mm
if the faulting exceeds 12.5 mm complete reconstruction of
the slab is necessary.
6. TYPES OF FAILURE IN RIGID PAVEMENTS6
Fig.1: Faulting with difference in elevations found between the joints
source:pavementinteractive
9. 2. DURABILITY CRACKING
TYPES OF FAILURE IN RIGID PAVEMENTS9
They are Series of closely spaced, crescent-shaped ,dark coloured
cracks near a joint, corner or crack.
CAUSES OF FAILURE
freeze-thaw expansion of aggregate in the PCC slab.
Some roughness leads to spalling and eventual slab disintegration.
REMEDIES
The affected pavement can be refurnished by partial-depth or full
depth repair, depending on the severity of the damage.
10. TYPES OF FAILURE IN RIGID
PAVEMENTS
10
Fig.9. Durability Cracking or ‘D’ Cracks Failure in Rigid Pavements
Source:civilblog.org
12. 3. PUNCH-OUT
TYPES OF FAILURE IN RIGID PAVEMENTS12
It is the broken pieces of the localized area of concrete slab.
These are mainly defined by joints and cracks of 1.5m width.
CAUSES OF FAILURES
Heavy repeated loads.
Inadequacy in slab thickness
The foundation support loss or the construction deficiency like
honeycombing.
13. REMEDIES
TYPES OF FAILURE IN RIGID PAVEMENTS13
Punch-out problems are addressed by full-depth patch
Fig.3.1. Punch-out Failures in Rigid Pavements
Source:civilblog.org.in
14. 4. CORNER BREAKS
TYPES OF FAILURE IN RIGID PAVEMENTS14
These are the failures in rigid pavements that is caused due to
pumping in excessive rate.
CAUSES OF FAILURE
When the pumping remove the underlying support the corner
cracks are created.
REMEDIES
Full slab replacement or the repair for the full depth must be
carried out.
15. TYPES OF FAILURE IN RIGID
PAVEMENTS
15
Fig.4.1: Corner Break
Failures in Rigid Pavement
source:civilblog.org.in
Fig.4.2 Corner Break and joints in
Rigid Pavement
source:slideshare.in
16. TYPES OF FAILURE IN RIGID
PAVEMENTS16
Fig 4.3 LOW SEVERITY
CORNER BREAK
Fig 4.4 HIGH SEVERITY
CORNER BREAK
17. 5. LINEAR CRACKING
TYPES OF FAILURE IN RIGID PAVEMENTS17
These types of failures in rigid pavements divides the slab into two or
three pieces.
CAUSES OF FAILURE
Failures is traffic loads at repeated levels.
The curling due to thermal gradient and moisture loading.
REMEDIES
Crack sealant can be used to seal linear cracking.
If linear cracking leads to panel cracking, then the pavement is
restored by full-depth repair.
18. TYPES OF FAILURE IN RIGID
PAVEMENTS
18
Fig.5.1 : Linear Cracking in
various roads.
Source:google images
19. 6. SHRINKAGE CRACKING
TYPES OF FAILURE IN RIGID PAVEMENTS19
These are hairline shallow cracks that are less than 2m in
length.
These cracks may form in longitudinal as well as in transverse
direction.
CAUSES OF FAILURE
Improper setting and curing process of the concrete slab
higher evaporation of water due to higher temperature cracks.
20. REMEDIES
TYPES OF FAILURE IN RIGID PAVEMENTS20
Shrinkage cracks can be treated by means of crack sealants if
they are of moderate size.
Synthetic resin is generally used as crack sealant.
Entire slab replacement (full-depth repair) is used in severe
situations.
21. TYPES OF FAILURE IN RIGID
PAVEMENTS
21
Fig.6.1: Shrinkage Cracking in
Pavements
Source:google images
23. 7. POLISHED AGGREGATE
TYPES OF FAILURE IN RIGID PAVEMENTS23
Aggregates which protrude out of cement paste with less
angularity and roughness are said to be polished
aggregates.
CAUSES OF FAILURE
Repeated traffic applications.
The age of the pavement will influence polished aggregate..
It will be quicker if the aggregate is susceptible to abrasion.
24. REMEDIES
TYPES OF FAILURE IN RIGID PAVEMENTS24
It can repaired by Apply a skid-resistant slurry seal, BST or
non-structural overlay.
Diamond grinding can also be used to treat the problem of
polished aggregates in rigid pavements
25. TYPES OF FAILURE IN RIGID PAVEMENTS25
Fig.7.1: Polished Aggregates (a) long shot (b) close enough shot
Source : pavementinteractiv.in
7.1(a) 7.1 (b)
27. 8. SCALING
TYPES OF FAILURE IN RIGID PAVEMENTS27
It is the peeling off or flaking off of the top layer or skin of the
concrete surface.
CAUSES OF FAILURE
Improper mix design.
Excessive vibration during compaction of concrete.
Laitance of concrete.
Performing finishing operation while bleed water is on surface.
28. TYPES OF FAILURE IN RIGID PAVEMENTS28
Fig 8.1 images of scaling
Source :civilblog.org
29. 9. JOINT SPALLING
TYPES OF FAILURE IN RIGID PAVEMENTS29
It is the breakdown of the slab near edge of the joint due to
excess compressive stresses.
Normally it occurs within 0.5 m of the joints.
CAUSES OF FAILURE
Faulty alignment of incompressible material below concrete
slab.
Freeze-thaw cycle.
Excessive stress at joint due to wheel load.
30. TYPES OF FAILURE IN RIGID PAVEMENTS30
Joint that is accumulated with water that results in rapid
freezing and thawing
REMEDIES
Partial-depth and full-depth repairs are the remedies for
shallow and deep spalling.
31. TYPES OF FAILURE IN RIGID PAVEMENTS
31
Fig 9.1 images of joint spalling
Source: Google images
33. 10. WARPING CRACKS
TYPES OF FAILURE IN RIGID PAVEMENTS33
Excessive stress due to expansion of concrete slab results in the
formation of warping cracks near the joint edge.
REMEDIES
proper reinforcement at the longitudinal and transverse joints.
Hinge joints are used to relieve the stress due to warping
34. TYPES OF FAILURE IN RIGID PAVEMENTS34
Fig 10.1 images of warping cracks
Source : pavementinteractive.in
35. 11. PUMPING
TYPES OF FAILURE IN RIGID PAVEMENTS35
When material present below the road slab ejects out through the
joints or cracks, it is called pumping.
When soil slurry comes out it is called mud pumping.
CAUSES OF FAILURE
Infiltration of water through the joints, cracks or edge of the
pavement forms soil slurry.
Poor joint sealer allowing infiltration of water.
Repeated wheel loading causing erosion of underlying material.
36. TYPES OF FAILURE IN RIGID PAVEMENTS36
When there is void space between slab and the underlying base of
sub-grade layer.
REMEDIES
Sub grade drainage should be improved.
Fog seal or slurry seal may be applied to limit water infiltration.
37. TYPES OF FAILURE IN RIGID
PAVEMENTS
37
Fig11.1 Enlarge Similar conditions. Picture taken in Washington State.
Source:google images
38. TYPES OF FAILURE IN RIGID
PAVEMENTS
38
Fig11.2 Water bleeding through a
pavement surface.
source:civilblog.org
39. TYPES OF FAILURE IN RIGID
PAVEMENTS
39
Fig.11.3: Pumping Effect
Source: pavementinteractive
40. THANK YOU
TYPES OF FAILURE IN RIGID
PAVEMENTS40
For more…. Mail to aglaiaconnect2018@gma