This document discusses carcinoma of the vulva, including its various types and stages. It describes preinvasive lesions like vulvar intraepithelial neoplasia (VIN), as well as invasive lesions including squamous cell carcinoma, melanoma, adenocarcinoma and sarcoma. It covers the presentation, investigations, staging and treatment of invasive vulvar carcinoma, noting that surgery is often the primary treatment and lymph node involvement determines need for lymphadenectomy. Prognosis depends on stage, with 5-year survival rates of over 90% for stage I disease but dropping significantly with increased stage.
Improving safety with obstacle detection and track following car using sensor...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Highway Failure & their Maintenance Final Project.pptxjohnjohn497573
This document discusses highway pavements and maintenance. It describes the main types of highway pavements as flexible like bituminous, and rigid like cement concrete. The major causes of highway failure are rutting, heavy loads, instability and cracking. Highway maintenance aims to preserve the road, provide safety and efficient travel, and includes activities like patching, sealing, resurfacing, drainage maintenance, snow removal, bridge upkeep and traffic services. Key materials used are concrete, bitumen, asphalt and gravel. Periodic maintenance is needed to prolong a highway's lifespan.
The document discusses various types of pavement failures including flexible and rigid pavement failures. For flexible pavements, failures include surface deformation (rutting, corrugation, shoving), cracking (fatigue, transverse, longitudinal), disintegration (potholes, patches), and surface defects (raveling, bleeding). Common causes are poor soil, inferior materials, improper geometry, overloading, and environmental factors. Maintenance techniques to address failures include bituminous surface treatments, asphalt overlays, slurry seals, and crack sealing. For rigid pavements, failures discussed are spalling at joints, scaling of cement concrete, and shrinkage cracks.
The document discusses various types of distresses that can occur in flexible and rigid pavements, including fatigue cracking, rutting, patching, stripping, and blowups. It provides descriptions of each distress, possible causes, and potential repair strategies depending on the severity of the issue. Flexible pavement failures can arise in the subgrade, base, or wearing surface layers due to inadequate stability, excessive loads, or mix design problems.
This document provides information about failures in flexible pavements. It discusses the major types of failures such as fatigue cracking, rutting, and thermal cracking. It then describes different types of failures that can occur in the subgrade, subbase, and base course layers. Finally, it defines and describes common flexible pavement distresses including various types of cracking, deformation, deterioration, and problems associated with seal coats. The distresses and failures are defined in detail.
DISTRESS AND DEFECTS ON ROAD PAVEMENT.pptxAshmajitMandal
The document discusses various types of failures and defects that can occur in road pavements, including rutting, cracking, potholes, bleeding, raveling, stripping, corrugation and shoving. It provides detailed descriptions of each failure mode, possible causes, problems they cause, and repair methods. Some common failure modes discussed are fatigue cracking, alligator cracking, transverse cracking, block cracking, rutting caused by insufficient compaction or mix design issues, and potholes formed from water and traffic damage over time.
Learn the essential signs of pavement damage in condominiums. Regular inspections are crucial for safety and prevention. Protect your residents and visitors by staying informed about pavement issues.
This document discusses carcinoma of the vulva, including its various types and stages. It describes preinvasive lesions like vulvar intraepithelial neoplasia (VIN), as well as invasive lesions including squamous cell carcinoma, melanoma, adenocarcinoma and sarcoma. It covers the presentation, investigations, staging and treatment of invasive vulvar carcinoma, noting that surgery is often the primary treatment and lymph node involvement determines need for lymphadenectomy. Prognosis depends on stage, with 5-year survival rates of over 90% for stage I disease but dropping significantly with increased stage.
Improving safety with obstacle detection and track following car using sensor...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Highway Failure & their Maintenance Final Project.pptxjohnjohn497573
This document discusses highway pavements and maintenance. It describes the main types of highway pavements as flexible like bituminous, and rigid like cement concrete. The major causes of highway failure are rutting, heavy loads, instability and cracking. Highway maintenance aims to preserve the road, provide safety and efficient travel, and includes activities like patching, sealing, resurfacing, drainage maintenance, snow removal, bridge upkeep and traffic services. Key materials used are concrete, bitumen, asphalt and gravel. Periodic maintenance is needed to prolong a highway's lifespan.
The document discusses various types of pavement failures including flexible and rigid pavement failures. For flexible pavements, failures include surface deformation (rutting, corrugation, shoving), cracking (fatigue, transverse, longitudinal), disintegration (potholes, patches), and surface defects (raveling, bleeding). Common causes are poor soil, inferior materials, improper geometry, overloading, and environmental factors. Maintenance techniques to address failures include bituminous surface treatments, asphalt overlays, slurry seals, and crack sealing. For rigid pavements, failures discussed are spalling at joints, scaling of cement concrete, and shrinkage cracks.
The document discusses various types of distresses that can occur in flexible and rigid pavements, including fatigue cracking, rutting, patching, stripping, and blowups. It provides descriptions of each distress, possible causes, and potential repair strategies depending on the severity of the issue. Flexible pavement failures can arise in the subgrade, base, or wearing surface layers due to inadequate stability, excessive loads, or mix design problems.
This document provides information about failures in flexible pavements. It discusses the major types of failures such as fatigue cracking, rutting, and thermal cracking. It then describes different types of failures that can occur in the subgrade, subbase, and base course layers. Finally, it defines and describes common flexible pavement distresses including various types of cracking, deformation, deterioration, and problems associated with seal coats. The distresses and failures are defined in detail.
DISTRESS AND DEFECTS ON ROAD PAVEMENT.pptxAshmajitMandal
The document discusses various types of failures and defects that can occur in road pavements, including rutting, cracking, potholes, bleeding, raveling, stripping, corrugation and shoving. It provides detailed descriptions of each failure mode, possible causes, problems they cause, and repair methods. Some common failure modes discussed are fatigue cracking, alligator cracking, transverse cracking, block cracking, rutting caused by insufficient compaction or mix design issues, and potholes formed from water and traffic damage over time.
Learn the essential signs of pavement damage in condominiums. Regular inspections are crucial for safety and prevention. Protect your residents and visitors by staying informed about pavement issues.
The document discusses the structure and purpose of road pavements. It describes the four layers that make up road structures: the sub-base, base, binder course, and surface course. The sub-base assists with load spreading and drainage, the base is the main load spreading layer, the binder supports the surface course and protects the road, and the surface course provides traction and withstands traffic loads. The document then lists and describes common pavement distresses such as cracking, rutting, corrugation, shoving, and stripping.
This document discusses various types of pavement distress and maintenance. It begins by outlining different types of distress that can occur in flexible and rigid pavements such as alligator cracking, rutting, longitudinal cracking, and joint spalling. It then describes various maintenance activities like patching and overlaying to address these distresses. Evaluation methods like the Benkelman beam test are also covered. Strengthening techniques for pavements include different types of overlays to support increased loads. Proper design and construction of pavement layers is emphasized to prevent failures.
The document discusses Pareto diagrams and the causes of potholes. It defines a Pareto diagram as a bar graph that arranges causes by frequency, with the most frequent on the left. For potholes, the top three causes accounting for 80% are:
1) Snow and rain water seeping into cracks and eroding the road base.
2) Cracking of asphalt surfaces allowing water infiltration and stripping of asphalt layers.
3) Poor or temporary repairs of potholes that fail to provide a permanent fix.
There are three main modes of failure for earthen dams: hydraulic failure (40%), seepage failure (30%), and structural failure (30%). Hydraulic failures are caused by overtopping, erosion of the downstream toe, or erosion of the upstream or downstream face. Seepage failures occur through concentrated seepage paths that erode soil and cause piping. Structural failures happen due to shear slides in the embankment or foundation, or issues with construction and maintenance such as overly steep slopes. Earthquakes can also induce failures through cracking, overtopping, settlement, shear slides, or liquefaction.
Managing stormwater runoff is challenging for urban areas due to increasing amounts of impermeable surfaces like roads and sidewalks. This causes problems like flooding and reduced water quality. Permeable pavement is an effective strategy for stormwater management that allows water to infiltrate instead of running off. It comes in forms like pervious concrete, porous asphalt, and interlocking pavers. Permeable pavement provides environmental benefits such as reduced flooding, increased groundwater recharge, and improved water quality by filtering pollutants from runoff.
This document provides descriptions, causes, and repair strategies for various types of pavement distresses that can occur in both flexible (asphalt) and rigid (concrete) pavements. It discusses distresses such as fatigue cracking, block cracking, longitudinal cracking, rutting, patching, potholes, shoving, joint seal damage, corner spalling, mid-panel cracks, corner breaks, shattered slabs, and faulting/settlement. For each distress, it explains how to identify it and what factors may have led to its development, such as excessive traffic loads, poor drainage, or inadequate compaction during construction. It also recommends approaches for repairing different levels of distress severity.
This document discusses the importance and methods of highway drainage systems. It explains that highway drainage aims to remove excess surface water and control subsoil water levels to prevent issues like subgrade failure and pavement deterioration. Surface drainage is achieved through cross slopes, ditches, inlets, storm sewers, and culverts to divert water away. Subsurface drainage uses subsurface drains to intercept groundwater and prevent changes in subgrade moisture content. Proper drainage design is an essential part of highway construction.
Highway Surface Drainage System & Problems of Water Logging In Road Sectiontheijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Theoretical work submitted to the Journal should be original in its motivation or modeling structure. Empirical analysis should be based on a theoretical framework and should be capable of replication. It is expected that all materials required for replication (including computer programs and data sets) should be available upon request to the authors.
The International Journal of Engineering & Science would take much care in making your article published without much delay with your kind cooperation
This document discusses highway surface drainage systems and problems of water logging on road sections. It begins by outlining the importance of proper drainage design in highways. The general functions of highway drainage systems are to remove rainwater from the road surface and right-of-way. Various surface drainage methods are described, including ditches, inlets, storm sewers, culverts, and channels. Problems that can cause water logging on highways are also discussed, such as inadequate drainage capacity and lack of maintenance. The document emphasizes that drainage issues need to be addressed promptly to prevent roads from deteriorating prematurely.
The document describes several common types of pavement problems including alligator cracking, slippage cracking, shrinkage cracking, reflective cracking, potholes, depression, rutting, and raveling. It provides details on the causes and fixes for each type of problem. Alligator cracking is caused by insufficient pavement structure or oxidation and requires a full-depth patch. Slippage cracks are caused by a poor bond between asphalt layers and need areas removed and patched. Shrinkage cracks are caused by aging and require crack sealing or an overlay. Reflective cracks can be sealed or require removing and replacing cracked layers. Potholes require full replacement patching and depressions may need asphalt removed and replaced or thin patching
This document provides an overview of soil risks and hazards for civil engineering projects. It discusses limitations of soil surveys and various hazards like expanding soils, gypsum, hydro-compactible soils, karst landscapes, landslides, liquefaction, and saturated soils. For expanding soils, it notes that proper foundations and drainage are needed to mitigate movement risks. For gypsum soils, it explains how excess gypsum can cause dissolution issues for utilities, foundations, and crops. The document also provides a case study analysis of soil samples and concludes by noting challenges with calcareous sand formations due to crushability and compressibility.
Physical and social phenomena causing maintenance problemsMadhabKoirala
This document summarizes a presentation on physical and social phenomena that cause maintenance problems for irrigation systems. It discusses issues with catchment areas, reservoirs, head works, earthen channels, and lined channels. Specific problems mentioned include sedimentation reducing reservoir capacity, leakage and erosion of dams, sedimentation and weed growth obstructing channels, and cavities forming behind lined channel walls due to seepage. Maintaining watersheds, timely repairs, and addressing human and animal interference are highlighted as important for upkeep of irrigation infrastructure.
Surface subsidence from underground coal mining can cause significant economic, environmental, and social impacts. It damages buildings, bridges, and other infrastructure through tilting, cracking, and structural failure. Subsidence also disrupts drainage and agriculture by altering slopes and blocking or diverting water flows. Ecological impacts include killing vegetation through toxic gas emissions or changing habitat types. Underground coal fires can also be indirectly caused by subsidence when it provides oxygen and ventilation to buried coal seams, resulting in further subsidence and environmental pollution. Careful planning is needed to understand subsidence effects and implement appropriate mitigation and remediation measures.
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
This document discusses different types of failures that can occur in flexible pavements. It describes various structural distresses like alligator cracking, depressions, corrugations, shoving, potholes, rutting and swelling that result from failures in the subgrade, sub-base or base course layers. It also outlines environmental distresses including bleeding, block cracking, bumps and sags, edge cracking, joint reflection cracking, raveling, cold joints, and transverse/longitudinal cracking caused by factors like temperature changes, traffic loading, and aging of materials. Proper construction of each pavement layer and consideration of environmental conditions is necessary to prevent these distresses and extend the life of flexible pavements.
IRJET- A Study on Cracks on Structures due to Seepage of WaterIRJET Journal
This document discusses cracks in structures caused by seepage of water. It identifies several key causes of cracking, including use of high water-cement ratios, ineffective sealing of joints, improper slope and drainage, defective waterproofing, and extreme weather conditions. The document also describes different types of cracks like plastic shrinkage cracks, expansion cracks, heaving cracks, settling cracks, and cracks caused by overloading or premature drying. Methods to detect leakage leading to cracks are outlined, such as looking for standing water, wall discoloration, changes in texture, and signs of mold/mildew. Lastly, the document recommends using a moisture meter to scan inside walls to precisely locate points of leakage.
1. The document discusses different types of stuck pipe that can occur while drilling, including differential pressure pipe sticking and mechanical pipe sticking.
2. Differential pressure pipe sticking occurs when part of the drillstring embeds in the mudcake on the formation wall. Mechanical pipe sticking can be caused by cuttings accumulation, borehole instability, or key seating.
3. Methods to prevent or mitigate stuck pipe include maintaining low fluid loss and drilled solids levels, using smooth mudcake systems, and rotating drillstring. Common techniques for freeing stuck pipe include reducing hydrostatic pressure, oil spotting, or increasing mud weight.
This document discusses rigid pavement distress in concrete roads. It defines rigid pavements as those made of Portland cement concrete which distributes loads through slab action. Common distresses include cracking, faulting, spalling, blowups and polished aggregates. Factors that affect pavement performance are traffic loads, material properties, and the environment. Maintenance and rehabilitation methods like crack sealing are used to slow deterioration and repair existing pavements.
How to Add Chatter in the odoo 17 ERP ModuleCeline George
In Odoo, the chatter is like a chat tool that helps you work together on records. You can leave notes and track things, making it easier to talk with your team and partners. Inside chatter, all communication history, activity, and changes will be displayed.
How to Make a Field Mandatory in Odoo 17Celine George
In Odoo, making a field required can be done through both Python code and XML views. When you set the required attribute to True in Python code, it makes the field required across all views where it's used. Conversely, when you set the required attribute in XML views, it makes the field required only in the context of that particular view.
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The document discusses the structure and purpose of road pavements. It describes the four layers that make up road structures: the sub-base, base, binder course, and surface course. The sub-base assists with load spreading and drainage, the base is the main load spreading layer, the binder supports the surface course and protects the road, and the surface course provides traction and withstands traffic loads. The document then lists and describes common pavement distresses such as cracking, rutting, corrugation, shoving, and stripping.
This document discusses various types of pavement distress and maintenance. It begins by outlining different types of distress that can occur in flexible and rigid pavements such as alligator cracking, rutting, longitudinal cracking, and joint spalling. It then describes various maintenance activities like patching and overlaying to address these distresses. Evaluation methods like the Benkelman beam test are also covered. Strengthening techniques for pavements include different types of overlays to support increased loads. Proper design and construction of pavement layers is emphasized to prevent failures.
The document discusses Pareto diagrams and the causes of potholes. It defines a Pareto diagram as a bar graph that arranges causes by frequency, with the most frequent on the left. For potholes, the top three causes accounting for 80% are:
1) Snow and rain water seeping into cracks and eroding the road base.
2) Cracking of asphalt surfaces allowing water infiltration and stripping of asphalt layers.
3) Poor or temporary repairs of potholes that fail to provide a permanent fix.
There are three main modes of failure for earthen dams: hydraulic failure (40%), seepage failure (30%), and structural failure (30%). Hydraulic failures are caused by overtopping, erosion of the downstream toe, or erosion of the upstream or downstream face. Seepage failures occur through concentrated seepage paths that erode soil and cause piping. Structural failures happen due to shear slides in the embankment or foundation, or issues with construction and maintenance such as overly steep slopes. Earthquakes can also induce failures through cracking, overtopping, settlement, shear slides, or liquefaction.
Managing stormwater runoff is challenging for urban areas due to increasing amounts of impermeable surfaces like roads and sidewalks. This causes problems like flooding and reduced water quality. Permeable pavement is an effective strategy for stormwater management that allows water to infiltrate instead of running off. It comes in forms like pervious concrete, porous asphalt, and interlocking pavers. Permeable pavement provides environmental benefits such as reduced flooding, increased groundwater recharge, and improved water quality by filtering pollutants from runoff.
This document provides descriptions, causes, and repair strategies for various types of pavement distresses that can occur in both flexible (asphalt) and rigid (concrete) pavements. It discusses distresses such as fatigue cracking, block cracking, longitudinal cracking, rutting, patching, potholes, shoving, joint seal damage, corner spalling, mid-panel cracks, corner breaks, shattered slabs, and faulting/settlement. For each distress, it explains how to identify it and what factors may have led to its development, such as excessive traffic loads, poor drainage, or inadequate compaction during construction. It also recommends approaches for repairing different levels of distress severity.
This document discusses the importance and methods of highway drainage systems. It explains that highway drainage aims to remove excess surface water and control subsoil water levels to prevent issues like subgrade failure and pavement deterioration. Surface drainage is achieved through cross slopes, ditches, inlets, storm sewers, and culverts to divert water away. Subsurface drainage uses subsurface drains to intercept groundwater and prevent changes in subgrade moisture content. Proper drainage design is an essential part of highway construction.
Highway Surface Drainage System & Problems of Water Logging In Road Sectiontheijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Theoretical work submitted to the Journal should be original in its motivation or modeling structure. Empirical analysis should be based on a theoretical framework and should be capable of replication. It is expected that all materials required for replication (including computer programs and data sets) should be available upon request to the authors.
The International Journal of Engineering & Science would take much care in making your article published without much delay with your kind cooperation
This document discusses highway surface drainage systems and problems of water logging on road sections. It begins by outlining the importance of proper drainage design in highways. The general functions of highway drainage systems are to remove rainwater from the road surface and right-of-way. Various surface drainage methods are described, including ditches, inlets, storm sewers, culverts, and channels. Problems that can cause water logging on highways are also discussed, such as inadequate drainage capacity and lack of maintenance. The document emphasizes that drainage issues need to be addressed promptly to prevent roads from deteriorating prematurely.
The document describes several common types of pavement problems including alligator cracking, slippage cracking, shrinkage cracking, reflective cracking, potholes, depression, rutting, and raveling. It provides details on the causes and fixes for each type of problem. Alligator cracking is caused by insufficient pavement structure or oxidation and requires a full-depth patch. Slippage cracks are caused by a poor bond between asphalt layers and need areas removed and patched. Shrinkage cracks are caused by aging and require crack sealing or an overlay. Reflective cracks can be sealed or require removing and replacing cracked layers. Potholes require full replacement patching and depressions may need asphalt removed and replaced or thin patching
This document provides an overview of soil risks and hazards for civil engineering projects. It discusses limitations of soil surveys and various hazards like expanding soils, gypsum, hydro-compactible soils, karst landscapes, landslides, liquefaction, and saturated soils. For expanding soils, it notes that proper foundations and drainage are needed to mitigate movement risks. For gypsum soils, it explains how excess gypsum can cause dissolution issues for utilities, foundations, and crops. The document also provides a case study analysis of soil samples and concludes by noting challenges with calcareous sand formations due to crushability and compressibility.
Physical and social phenomena causing maintenance problemsMadhabKoirala
This document summarizes a presentation on physical and social phenomena that cause maintenance problems for irrigation systems. It discusses issues with catchment areas, reservoirs, head works, earthen channels, and lined channels. Specific problems mentioned include sedimentation reducing reservoir capacity, leakage and erosion of dams, sedimentation and weed growth obstructing channels, and cavities forming behind lined channel walls due to seepage. Maintaining watersheds, timely repairs, and addressing human and animal interference are highlighted as important for upkeep of irrigation infrastructure.
Surface subsidence from underground coal mining can cause significant economic, environmental, and social impacts. It damages buildings, bridges, and other infrastructure through tilting, cracking, and structural failure. Subsidence also disrupts drainage and agriculture by altering slopes and blocking or diverting water flows. Ecological impacts include killing vegetation through toxic gas emissions or changing habitat types. Underground coal fires can also be indirectly caused by subsidence when it provides oxygen and ventilation to buried coal seams, resulting in further subsidence and environmental pollution. Careful planning is needed to understand subsidence effects and implement appropriate mitigation and remediation measures.
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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
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IRJET- A Study on Cracks on Structures due to Seepage of WaterIRJET Journal
This document discusses cracks in structures caused by seepage of water. It identifies several key causes of cracking, including use of high water-cement ratios, ineffective sealing of joints, improper slope and drainage, defective waterproofing, and extreme weather conditions. The document also describes different types of cracks like plastic shrinkage cracks, expansion cracks, heaving cracks, settling cracks, and cracks caused by overloading or premature drying. Methods to detect leakage leading to cracks are outlined, such as looking for standing water, wall discoloration, changes in texture, and signs of mold/mildew. Lastly, the document recommends using a moisture meter to scan inside walls to precisely locate points of leakage.
1. The document discusses different types of stuck pipe that can occur while drilling, including differential pressure pipe sticking and mechanical pipe sticking.
2. Differential pressure pipe sticking occurs when part of the drillstring embeds in the mudcake on the formation wall. Mechanical pipe sticking can be caused by cuttings accumulation, borehole instability, or key seating.
3. Methods to prevent or mitigate stuck pipe include maintaining low fluid loss and drilled solids levels, using smooth mudcake systems, and rotating drillstring. Common techniques for freeing stuck pipe include reducing hydrostatic pressure, oil spotting, or increasing mud weight.
This document discusses rigid pavement distress in concrete roads. It defines rigid pavements as those made of Portland cement concrete which distributes loads through slab action. Common distresses include cracking, faulting, spalling, blowups and polished aggregates. Factors that affect pavement performance are traffic loads, material properties, and the environment. Maintenance and rehabilitation methods like crack sealing are used to slow deterioration and repair existing pavements.
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Denis is a dynamic and results-driven Chief Information Officer (CIO) with a distinguished career spanning information systems analysis and technical project management. With a proven track record of spearheading the design and delivery of cutting-edge Information Management solutions, he has consistently elevated business operations, streamlined reporting functions, and maximized process efficiency.
Certified as an ISO/IEC 27001: Information Security Management Systems (ISMS) Lead Implementer, Data Protection Officer, and Cyber Risks Analyst, Denis brings a heightened focus on data security, privacy, and cyber resilience to every endeavor.
His expertise extends across a diverse spectrum of reporting, database, and web development applications, underpinned by an exceptional grasp of data storage and virtualization technologies. His proficiency in application testing, database administration, and data cleansing ensures seamless execution of complex projects.
What sets Denis apart is his comprehensive understanding of Business and Systems Analysis technologies, honed through involvement in all phases of the Software Development Lifecycle (SDLC). From meticulous requirements gathering to precise analysis, innovative design, rigorous development, thorough testing, and successful implementation, he has consistently delivered exceptional results.
Throughout his career, he has taken on multifaceted roles, from leading technical project management teams to owning solutions that drive operational excellence. His conscientious and proactive approach is unwavering, whether he is working independently or collaboratively within a team. His ability to connect with colleagues on a personal level underscores his commitment to fostering a harmonious and productive workplace environment.
Date: May 29, 2024
Tags: Information Security, ISO/IEC 27001, ISO/IEC 42001, Artificial Intelligence, GDPR
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Walmart Business+ and Spark Good for Nonprofits.pdfTechSoup
"Learn about all the ways Walmart supports nonprofit organizations.
You will hear from Liz Willett, the Head of Nonprofits, and hear about what Walmart is doing to help nonprofits, including Walmart Business and Spark Good. Walmart Business+ is a new offer for nonprofits that offers discounts and also streamlines nonprofits order and expense tracking, saving time and money.
The webinar may also give some examples on how nonprofits can best leverage Walmart Business+.
The event will cover the following::
Walmart Business + (https://business.walmart.com/plus) is a new shopping experience for nonprofits, schools, and local business customers that connects an exclusive online shopping experience to stores. Benefits include free delivery and shipping, a 'Spend Analytics” feature, special discounts, deals and tax-exempt shopping.
Special TechSoup offer for a free 180 days membership, and up to $150 in discounts on eligible orders.
Spark Good (walmart.com/sparkgood) is a charitable platform that enables nonprofits to receive donations directly from customers and associates.
Answers about how you can do more with Walmart!"
Executive Directors Chat Leveraging AI for Diversity, Equity, and InclusionTechSoup
Let’s explore the intersection of technology and equity in the final session of our DEI series. Discover how AI tools, like ChatGPT, can be used to support and enhance your nonprofit's DEI initiatives. Participants will gain insights into practical AI applications and get tips for leveraging technology to advance their DEI goals.
Executive Directors Chat Leveraging AI for Diversity, Equity, and Inclusion
Qcl 14-v3 [pareto diagram of potholes]-[banasthali vidhyapith]_[swati sharma]
1. PARETO DIAGRAM OF
POTHOLES IN THE CITY
TEAM MEMBER 1: SWATI SHARMA (B.TECH 2ND YEAR)
TEAM MEMBER 2: MONIKA BISHT (B.TECH 2ND YEAR)
TEAM MEMBER 3: BHOOMIKA JALAL (B.TECH 2ND YEAR)
2. INTRODUCTION
A Pareto chart is a line and bar that display data in
hierarchical order identifying where any given
problems occurs most frequently .
The bars display the number of events per area of
interest.
The line displays the cumulative % of events ,i.e. the
% of each bar added onto the next together .So the
bigger numbers will have a greater % impact.
5. STRATIFICATION OF SYMPTOMS
Low tire pressure.
Bulges.
Dents in the rims.
Uneven tire wear.
Street bumps.
Blisters on the side walls.
Loss of control, swaying when making turns, bouncing
excessively on rough roads, or bottoming out on city
streets, which could indicate problems with the
steering or suspension .
6. CAUSES
Insufficient pavement thickness to support traffic during freeze
periods without localised failures.
Insufficient drainage.
Failure at utility trenches and casting.
Miscellaneous pavement defects and cracks left unmaintained
and unsealed so as to admit moisture and compromise the
structural integrity of the pavements.
Snow or rain seeps into cracks in the pavement and into the
soil below.
Vehicles driving over the race pavement cause the surface to
crack and fall into the hollow area below the pavement.
7. Traffic loading.
Cracking of the asphalt surfacing.
Water penetration into the asphalt.
Loss of surfacing.
Poor adhesion between base and seal.
Poor repairs.
Failure of existing patches.
Reinstated services trenches.
With temperature increases, the ground returns to its previous
level; however the pavement doesn’t drop, which results in a
gap between the road surface and the ground below.
Thin bituminous surfacing seal.
8. PROBLEM DEFINITION
CRACKING OF ASPHALT SURFACING
The cracking of asphalt surfacing is typically the result of poor support
resulting in fatigue – cracking of the asphalt. In addition, environmental cracking
can occur due to ultra violet light from the sun, heat, oxidation of some other
cause that has resulted in shrinkage of the asphalt. Furthermore, reflection,
cracking due to the shrinkage of the underlying stabilised materials as the
cementitious stabilizer hydrates also leads to cracking of roads
TRAFFIC LOADING
Heavy traffic loading causes excessive road deflections that result in fatigue
failures. Repeated high deflections, or even a few passes by overloaded
vehicles, cause the road surface to crack ,allowing water to flow through these
cracks into underplaying layers which causes loosening of material. Overloading
control is thus an essential part of preserving road functionality and reducing
general potholes formation.
9.
10. LOSS OF SURFACING
The localised loss of surfacing, usually leading to relatively small potholes
that are not very deep initially, is often caused by mechanical damaged to the
surfacing . However, surfacings that contained inpediments such as stone loss,
localised week aggregate, aggregate containing sulphides or large stones may
develop small potholes at these sites.
POOR ADHESION BETWEEN BASE AND
SEAL
The development of potholes commonly results from a lack of adhesion
between thin surfacings and the base course, particulary stabilised ones. The
passage of heavy traffic cause lateral movement of the seal extension cracking
and the development of potholes.
REINSTATED SERVICE TRENCHES
Trenches are regularly excavated across many urban and occasionally some
rural roads to install or repair various underground services such as electric
cables, water reticulation systems, sewage pipes, etc.
11.
12. LESSONS PERCEIVED
Steer clear: The best course of action is to steer clear of
potholes .
While driving we should leave enough space between us and
the vehicles ahead of us,
Pay special attention to potholes filled with water ,which can
be especially dangerous, because we don’t know their depth
until its too late.
While travelling potholes –filled road slow down your vehicles.
Don’t slam the brakes.
Potholes need to be filled and repair to maintain good riding
quality.