Abstract
Construction is one of the area in which computer application software are highly required to perform different task at various stages of project construction. Computers have been used to enhance the effectiveness of construction management. Efficient utilization of computer application software is a key to enhancing the proper management of construction activities which will contribute to the successful implementation of construction project. Careful selection of computer application software is required by the construction companies for proper management of their resources. The difficulty about computerization especially with regard to the use of computer application software in resource management require the knowledge and expertise of those working in construction companies, and who are directly involved in the management of construction resources. The study was carried out to determine the obstacles confronting the proper utilization of computer application software in resource management. The result of the questionnaire survey used in this research work clearly indicated those constraints, which include, non-understanding about software potentials, lack of qualified personnel to use the software, unaware of most of the resource management software available in the market, communication gap between the vendors and users which contribute to non-understanding of the full scope of the software, greater-know-how required from staff, among numerous others. A total of 22 construction companies were selected for the study. An open ended questionnaire which consist of 22 questions with regard to the constraints affecting the proper utilization of computer application software in resource management was designed, validated, and distributed among Engineers, Project Managers, as well as executives who are directly involved in the activities of the construction site.
Keywords: resource management, application software, construction management
Project management tools and techniques- tutorsindia.comTutors India
In this topic, we have discussed the project management tools and techniques. The present article helps the USA, the UK, Europe and the Australian students pursuing their master’s degree to identify the best project management tools and techniques, which are usually considered to be challenging. Tutors India offers UK dissertation in various Domains.
When you Order any reflective report at Tutors India, we promise you the following
Plagiarism free
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Written to Standard
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Activity schedule and affective control of component based projecteSAT Journals
Abstract Abstract The overall performance of any organizations depends on the way the project is managed and scheduled. The successful implementation of one or two big or complex project does not indicate that this organization will perform In the same way in future. Component based implementation of software development projects in the automotive industry have to face the rapid strategies for the use of the latest technologies that would provide the success of this type of projects, namely the frequency of change requirements during the life cycle. The cost and time for software testing was analyzed and to avoid delays in the project and more to cope with disturbances caused by changing requirements in the each phase of the project life cycle. Using of Component Based Software Engineering(CBSE) in software company, the implementation of any software project has become easy but the integration of available component or their use is the not only skill of project manager but the delivery of project in time is a required.. The project manager ensure the success of their project as a competitive advantage and establish such a system which will work with limited resources and available time. The project management tools and techniques i.e. Critical Path Methods(CPM) or Program Evaluation and Review Techniques (PERT) are used in reality as the most valuable and are planned to be used in the component based software testing system. This research result point out that there is a huge difference between planned and unplanned testing project. It also shows that the time of testing can be reduced with increase of cost of failure as a result the company may decide the benefit from that project. Analysis of the results allows to determine dependencies between level of company’s maturity level in project management, used project management tools and techniques, and values gained by the company from project management time to time with measured risk factor. Key Words: K Component Base Software Engineering(CBSE), CPM, PERT, Project life cycle, planned or unplanned project
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.
Project management tools and techniques- tutorsindia.comTutors India
In this topic, we have discussed the project management tools and techniques. The present article helps the USA, the UK, Europe and the Australian students pursuing their master’s degree to identify the best project management tools and techniques, which are usually considered to be challenging. Tutors India offers UK dissertation in various Domains.
When you Order any reflective report at Tutors India, we promise you the following
Plagiarism free
Always on Time
Outstanding customer support
Written to Standard
Unlimited Revisions support
High-quality Subject Matter Experts.
Contact:
Website: www.tutorsindia.com
Email: info@tutorsindia.com
United Kingdom: +44-1143520021
India: +91-4448137070
Whatsapp Number: +91-8754446690
Reference: http://bit.ly/2v6tBB6
Activity schedule and affective control of component based projecteSAT Journals
Abstract Abstract The overall performance of any organizations depends on the way the project is managed and scheduled. The successful implementation of one or two big or complex project does not indicate that this organization will perform In the same way in future. Component based implementation of software development projects in the automotive industry have to face the rapid strategies for the use of the latest technologies that would provide the success of this type of projects, namely the frequency of change requirements during the life cycle. The cost and time for software testing was analyzed and to avoid delays in the project and more to cope with disturbances caused by changing requirements in the each phase of the project life cycle. Using of Component Based Software Engineering(CBSE) in software company, the implementation of any software project has become easy but the integration of available component or their use is the not only skill of project manager but the delivery of project in time is a required.. The project manager ensure the success of their project as a competitive advantage and establish such a system which will work with limited resources and available time. The project management tools and techniques i.e. Critical Path Methods(CPM) or Program Evaluation and Review Techniques (PERT) are used in reality as the most valuable and are planned to be used in the component based software testing system. This research result point out that there is a huge difference between planned and unplanned testing project. It also shows that the time of testing can be reduced with increase of cost of failure as a result the company may decide the benefit from that project. Analysis of the results allows to determine dependencies between level of company’s maturity level in project management, used project management tools and techniques, and values gained by the company from project management time to time with measured risk factor. Key Words: K Component Base Software Engineering(CBSE), CPM, PERT, Project life cycle, planned or unplanned project
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.
Computer information project planning is one of the most important activities in the modern software
development process. Without an objective and realistic plan of software project, the development of
software process cannot be managed effectively. This research will identify general measures for the
specific goals and its specific practices of Project Planning Process Area in Capability Maturity Model
Integration (CMMI). CMMI is developed in USA by Software Engineering Institute (SEI) in Carnegie
Mellon University. CMMI is a framework for assessment and improvement of computer information
systems. The procedure we used to determine the measures is to apply the Goal Questions Metrics (GQM)
approach to the three specific goals and its fourteen specific practices of Project Planning Process Area in
CMMI.
The performance of an algorithm can be improved using a parallel computing programming approach. In this study, the performance of bubble sort algorithm on various computer specifications has been applied. Experimental results have shown that parallel computing programming can save significant time performance by 61%-65% compared to serial computing programming.
An Investigation of Critical Failure Factors In Information Technology ProjectsIOSR Journals
Rate of failed projects in information technology system project remains high in comparison with other infrastructure or high technology projects. The objective of this paper is to determine and represent a broad range of potential failure factors during the implementation phase and cause of IS/IT Project defeat/failure. Challenges exist in order to achieve the projects goal successfully and to avoid the failure. In this research study, 12 articles were studied as significant contributions to analyze developing a list of critical failure factors of IT projects
FISHBONE ANALYSIS ON WASTES IN SOFTWARE DEVELOPMENT USING THE LEAN I.T. PRINC...ecij
The transformative global economy posed challenges to businesses in service management. In this computing age, the perceptual and operational edge of a certain business or organization manifested on the kind of technology it offers in the Service Management. Organizations have long recognized the
importance of managing key resources such as people and information. Information has now moved to its rightful place as a key resource in the organization and therefore management of the same can be instituted by employing methodology. To keep their brand promise, technology has been used;The number of new entrants to every sectors of economy has grown significantly in recent years, and each firm strives to make their daily operation efficient in which demand for business software or application software getting higher and businesses or organizations opted to build or buy this software. Because of
new entrants, it had offered opportunity to software developers to translate business processes into systems. This study investigates waste in the software development by application of Lean principles. Like any conventional projects, software becomes buggy and oftentimes it fails. Software failure is always attributed to the software engineering, not the incompetence of project managers, inadequacy of the
people on the project, or lack of clear goal. The researchers’ contentions are there wastes in the software development and serve as mechanism and evidence to why software fails. Software failure is not attributed to the software itself, it includes however the acceptance of the clients and end-users. Descriptive secondary data analysis, participant observation and Fishbone Analysis were the methodology used in the study. Wastes include unfinished or partially done work, extra features,
relearning, handoffs, delays, task switching, and defects.
The use of an architecture–centered development process for delivering information technology began with the introduction of client / server based systems. Early client/server and legacy mainframe applications did not provide the architectural flexibility needed to meet the changing business requirements of the modern manufacturing organization. With the introduction of Object Oriented systems, the need for an architecture–centered process became a critical success factor. Object reuse, layered system components, data abstraction,
web based user interfaces, CORBA, and rapid development and deployment processes all provide economic
incentives for object technologies. However, adopting the latest object oriented technology, without an adequate understanding of how this technology fits a specific architecture, risks the creation of an instant legacy
system.
Productivity Factors in Software Development for PC PlatformIJERA Editor
Identifying the most relevant factors influencing project performance is essential for implementing business strategies by selecting and adjusting proper improvement activities. The two major classification algorithms CRT and ANN that were recommended by the Auto Classifier tool in SPSS Modeler used for determining the most important variables (attributes) of software development in PC environment. While the accuracy of classification of productive versus non-productive cases are relatively close (72% vs 69%), their ranking of important variables are different. CRT ranks the Programming Language as the most important variable and Function Points as the least important. On the other hand, ANN ranks the Function Points as the most important followed by team size and Programming Language.
Assesing the various problems facing in arranging appropirate labour and qual...eSAT Journals
Abstract
A big major, continental concern in construction industry is arranging the labour and quality materials accordingly. The organizations which don’t recognize the upcoming problems due to mismanagement of labour and material works have justifiably been forced out of the mainstream of construction activity. A good project management is needed to drastically reduce the problems facing in labour and material works, which intern increases the chances of success. This paper concentrates on assessing the various problems facing in arranging appropriate labour and quality materials for high rise building works. The objective of the project is to study and analyze the various factors that affect labour and material works and to provide an effective flowchart with remedial measures which helps to reduce the problems arising from labour and quality material works in the construction industry. A set of questionnaires about labour and quality material works has been prepared, categorized into 7 sections and then distributed it to various companies and then analyzed. The analyzed and ranked data has been used to prepare remedial measures and a flowchart for adoption in construction industry.
Keywords: Labour, Quality Materials, Material Management and construction etc…
Computer information project planning is one of the most important activities in the modern software
development process. Without an objective and realistic plan of software project, the development of
software process cannot be managed effectively. This research will identify general measures for the
specific goals and its specific practices of Project Planning Process Area in Capability Maturity Model
Integration (CMMI). CMMI is developed in USA by Software Engineering Institute (SEI) in Carnegie
Mellon University. CMMI is a framework for assessment and improvement of computer information
systems. The procedure we used to determine the measures is to apply the Goal Questions Metrics (GQM)
approach to the three specific goals and its fourteen specific practices of Project Planning Process Area in
CMMI.
The performance of an algorithm can be improved using a parallel computing programming approach. In this study, the performance of bubble sort algorithm on various computer specifications has been applied. Experimental results have shown that parallel computing programming can save significant time performance by 61%-65% compared to serial computing programming.
An Investigation of Critical Failure Factors In Information Technology ProjectsIOSR Journals
Rate of failed projects in information technology system project remains high in comparison with other infrastructure or high technology projects. The objective of this paper is to determine and represent a broad range of potential failure factors during the implementation phase and cause of IS/IT Project defeat/failure. Challenges exist in order to achieve the projects goal successfully and to avoid the failure. In this research study, 12 articles were studied as significant contributions to analyze developing a list of critical failure factors of IT projects
FISHBONE ANALYSIS ON WASTES IN SOFTWARE DEVELOPMENT USING THE LEAN I.T. PRINC...ecij
The transformative global economy posed challenges to businesses in service management. In this computing age, the perceptual and operational edge of a certain business or organization manifested on the kind of technology it offers in the Service Management. Organizations have long recognized the
importance of managing key resources such as people and information. Information has now moved to its rightful place as a key resource in the organization and therefore management of the same can be instituted by employing methodology. To keep their brand promise, technology has been used;The number of new entrants to every sectors of economy has grown significantly in recent years, and each firm strives to make their daily operation efficient in which demand for business software or application software getting higher and businesses or organizations opted to build or buy this software. Because of
new entrants, it had offered opportunity to software developers to translate business processes into systems. This study investigates waste in the software development by application of Lean principles. Like any conventional projects, software becomes buggy and oftentimes it fails. Software failure is always attributed to the software engineering, not the incompetence of project managers, inadequacy of the
people on the project, or lack of clear goal. The researchers’ contentions are there wastes in the software development and serve as mechanism and evidence to why software fails. Software failure is not attributed to the software itself, it includes however the acceptance of the clients and end-users. Descriptive secondary data analysis, participant observation and Fishbone Analysis were the methodology used in the study. Wastes include unfinished or partially done work, extra features,
relearning, handoffs, delays, task switching, and defects.
The use of an architecture–centered development process for delivering information technology began with the introduction of client / server based systems. Early client/server and legacy mainframe applications did not provide the architectural flexibility needed to meet the changing business requirements of the modern manufacturing organization. With the introduction of Object Oriented systems, the need for an architecture–centered process became a critical success factor. Object reuse, layered system components, data abstraction,
web based user interfaces, CORBA, and rapid development and deployment processes all provide economic
incentives for object technologies. However, adopting the latest object oriented technology, without an adequate understanding of how this technology fits a specific architecture, risks the creation of an instant legacy
system.
Productivity Factors in Software Development for PC PlatformIJERA Editor
Identifying the most relevant factors influencing project performance is essential for implementing business strategies by selecting and adjusting proper improvement activities. The two major classification algorithms CRT and ANN that were recommended by the Auto Classifier tool in SPSS Modeler used for determining the most important variables (attributes) of software development in PC environment. While the accuracy of classification of productive versus non-productive cases are relatively close (72% vs 69%), their ranking of important variables are different. CRT ranks the Programming Language as the most important variable and Function Points as the least important. On the other hand, ANN ranks the Function Points as the most important followed by team size and Programming Language.
Assesing the various problems facing in arranging appropirate labour and qual...eSAT Journals
Abstract
A big major, continental concern in construction industry is arranging the labour and quality materials accordingly. The organizations which don’t recognize the upcoming problems due to mismanagement of labour and material works have justifiably been forced out of the mainstream of construction activity. A good project management is needed to drastically reduce the problems facing in labour and material works, which intern increases the chances of success. This paper concentrates on assessing the various problems facing in arranging appropriate labour and quality materials for high rise building works. The objective of the project is to study and analyze the various factors that affect labour and material works and to provide an effective flowchart with remedial measures which helps to reduce the problems arising from labour and quality material works in the construction industry. A set of questionnaires about labour and quality material works has been prepared, categorized into 7 sections and then distributed it to various companies and then analyzed. The analyzed and ranked data has been used to prepare remedial measures and a flowchart for adoption in construction industry.
Keywords: Labour, Quality Materials, Material Management and construction etc…
ASSESEMENT ON FACTORS DECLINING LABOUR PRODUCTIVTY IN CONSTRUCTION PROJECTSIAEME Publication
Objective: Identifying the factors which are affecting the labour productivityand leading to its decline. Defining the major causingfactors which minimize 80% of maximum damage done to decline the labourproductivity. Methodology: Survey isconducted and data collected through questionnaire followed by reliabilitytest, ranking and Pareto analysis, Pareto analysis is done to indicate thefactors which can minimize the damage about 80%. Findings: Results reveals that Cronbach coefficient value 0.7-0.8which proves that collected data is consistent, factors lack of skilled labourwith RII value 0.92, improper planning with RII value 0.83 and malfunctioningof equipment with RII value 0.78 are major that would affect the labourproductivity and Pareto analysis shows that factors from efficiency related,management related and technical related are main in declining labour productivityin Indian scenario construction projects. Novelty/Improvement:Decline inlabour productivity is concern for resource management which is critical in executionof construction projects. Efficiency and technical related factors proves to becritical in declining the productivity on job site.
Construction & Infrastructure recruitmentVicki Codd,
Our Construction and Infrastructure divisions specialise in the provision of all levels of technical, managerial and supervisory personnel across a broad spectrum of disciplines within Building, Civil Engineering and Building Services.
Material management in construction – a case studyeSAT Journals
Abstract
The objective of the present study is to understand about all the problems occurring in the company because of improper application
of material management. In construction project operation, often there is a project cost variance in terms of the material, equipments,
manpower, subcontractor, overhead cost, and general condition. Material is the main component in construction projects. Therefore,
if the material management is not properly managed it will create a project cost variance. Project cost can be controlled by taking
corrective actions towards the cost variance. Therefore a methodology is used to diagnose and evaluate the procurement process
involved in material management and launch a continuous improvement was developed and applied. A thorough study was carried
out along with study of cases, surveys and interviews to professionals involved in this area. As a result, a methodology for diagnosis
and improvement was proposed and tested in selected projects. The results obtained show that the main problem of procurement is
related to schedule delays and lack of specified quality for the project. To prevent this situation it is often necessary to dedicate
important resources like money, personnel, time, etc. To monitor and control the process. A great potential for improvement was
detected if state of the art technologies such as, electronic mail, electronic data interchange (EDI), and analysis were applied to the
procurement process. These helped to eliminate the root causes for many types of problems that were detected.
Quantify Construction Damages related to Delay, disruption, and inefficienciesMichael Pink
Learn how to quantify damages related to delay, disruption and inefficiencies on Construction projects. Convert your delays and impacts into cost claims with this proven process.
Construction Project Management is an important subject to learn in Civil Engineering.
Significance • As construction involves various activities starting from the design and planning to project completion and quality check, there is a exorbitant need for Management of construction. • Construction Industry plays a crucial role in the economy and development of a nation.
4. Objectives To complete the project in specified time and with allocated budget. To Plan and schedule the work and distribute between various departments. Deployment of personnel in Different tasks. To achieve High quality workmanship. Creating an organisation that works as a team. Using the limited available resources and producing maximum output. Providing safe and satisfactory working conditions for all personnel and workers.
5. Functions: Planning & Scheduling Organizing Staffing Directing Controlling & Co-ordinating
6. Stages of construction Briefing Designing Tendering Construction Commissioning
7. 1) Briefing Stage • This stage consists of framework required for the construction work to take a shape from the ideology of client and feasibility of Project which involves architects, engineers and project manager.
Objectives Developing Alternatives Feasible Solution ? Evaluation of Alternatives Report & Recommendation Technical and non technical Investigations
8. 2) Designing or planning Stage Prepare construction schedule Prepare final cost estimate Prepare Working Drawings and specificati ons Prepare scheme and detailed designs Soil investigations, Topographic investigation, material supply and market surveys etc Carry out Technical Investigations Final adoption of the most suitable summary Finalize Project Summary
Construction Management: Stages of a Construction ProjectLukasz Kisiel
Construction Management involves the overall planning, coordination, and control of a project from beginning to completion. Here are the stages of a construction project from start to finish.
Similar to A study of the constraints affecting the proper utilization of computer application software in resource management in chennai construction companies
On-Premises Project Management Software for Construction Companies.pdfOrangescrum
Project management software for construction industries aligns all resources and tools utilized in the construction as well as coordinate between project workers to maintain project progress timelines. This saves more time to increase work productivity.
The Power of a Construction Management Tool.pdfO3Solutions1
Construction Management Tools facilitate robust scheduling capabilities. They help in creating and managing timelines, identifying dependencies, and mitigating potential bottlenecks, thereby ensuring projects stay on track.
The spectacular ways of General Contractor Software for monumental constructi...iFieldsmart Technologies
One such pioneering solution is iFieldSmart Technologies' general contractor software, designed to enhance collaboration, streamline operations, and drive success.
Application of ict benefits for building project management using ism modeleSAT 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.
4 advantages of utilizing construction management software.pdfJose thomas
Construction Industry management software UAE offers many benefits that dramatically improve project management in the construction industry. From streamlined communication and collaboration to improved planning and scheduling, better cost control, and efficient documentation and reporting, these software solutions enable construction professionals to overcome challenges and achieve successful project outcomes.
A Greedy Heuristic Approach for Sprint Planning in Agile Software DevelopmentIJTET Journal
Abstract— With tremendous growth in electronic commerce, the e-shopping users are facing more and more problems in their day to day life. Most important of them are identity theft and spear phishing attacks. In this paper, we will be addressing those issues by the combined use of Hierarchical Visual Cryptography and keyless image steganography techniques. Firstly, we recommend the use of a certified third party payment gateway, which involves generating image shares using HVCS and secondly we recommend the use of image steganography technique to hide the user’s passphrase or ATM Pin or password in the image share to achieve cheating prevention from malicious insiders of both merchant as well as third party payment gateway. Further, we propose the use of image share as secure SiteKey which prevents spear phishing attack targeting high profile customers.
Agile development methodologies are very promising in the software industry. Agile development techniques are very realistic n understanding the fact that requirement in a business environment changes constantly. Agile development processes optimize the opportunity provided by cloud computing by doing software release iteratively and getting user feedback more frequently. The research work, a study on Agile Methods and cloud computing. This paper analyzes the Agile Management and development methods and its benefits with cloud computing. Combining agile development methodology with cloud computing brings the best of both worlds. A business strategy, the outcomes of which optimize profitability revenue and customer satisfaction by organizing around customer segments, fostering customer-satisfying behaviors, and implementing customer-centric processes
Software projects mostly exceeds budget, delivered late and does not meet with the customer’s satisfaction for years. In the past, many traditional development models like waterfall, spiral, iterative, and prototyping methods are used to build the software systems. In recent years, agile models are widely used in developing the software products. The major reasons are – simplicity, incorporating the requirement changes at any time, light-weight approach and delivering the working product early and in short duration. Whatever the development model used, it still remains a challenge for software engineer’s to accurately estimate the size, effort and the time required for developing the software system. This survey focuses on the existing estimation models used in traditional as well in agile software development.
PPT_Management of Large and Complex Software ProjectsSudipta Das
Similar to A study of the constraints affecting the proper utilization of computer application software in resource management in chennai construction companies (20)
Mechanical properties of hybrid fiber reinforced concrete for pavementseSAT Journals
Abstract
The effect of addition of mono fibers and hybrid fibers on the mechanical properties of concrete mixture is studied in the present
investigation. Steel fibers of 1% and polypropylene fibers 0.036% were added individually to the concrete mixture as mono fibers and
then they were added together to form a hybrid fiber reinforced concrete. Mechanical properties such as compressive, split tensile and
flexural strength were determined. The results show that hybrid fibers improve the compressive strength marginally as compared to
mono fibers. Whereas, hybridization improves split tensile strength and flexural strength noticeably.
Keywords:-Hybridization, mono fibers, steel fiber, polypropylene fiber, Improvement in mechanical properties.
Managing drought short term strategies in semi arid regions a case studyeSAT Journals
Abstract
Drought management needs multidisciplinary action. Interdisciplinary efforts among the experts in various fields of the droughts
prone areas are helpful to achieve tangible and permanent solution for this recurring problem. The Gulbarga district having the total
area around 16, 240 sq.km, and accounts 8.45 per cent of the Karnataka state area. The district has been situated with latitude 17º 19'
60" North and longitude of 76 º 49' 60" east. The district is situated entirely on the Deccan plateau positioned at a height of 300 to
750 m above MSL. Sub-tropical, semi-arid type is one among the drought prone districts of Karnataka State. The drought
management is very important for a district like Gulbarga. In this paper various short term strategies are discussed to mitigate the
drought condition in the district.
Keywords: Drought, South-West monsoon, Semi-Arid, Rainfall, Strategies etc.
Life cycle cost analysis of overlay for an urban road in bangaloreeSAT Journals
Abstract
Pavements are subjected to severe condition of stresses and weathering effects from the day they are constructed and opened to traffic
mainly due to its fatigue behavior and environmental effects. Therefore, pavement rehabilitation is one of the most important
components of entire road systems. This paper highlights the design of concrete pavement with added mono fibers like polypropylene,
steel and hybrid fibres for a widened portion of existing concrete pavement and various overlay alternatives for an existing
bituminous pavement in an urban road in Bangalore. Along with this, Life cycle cost analyses at these sections are done by Net
Present Value (NPV) method to identify the most feasible option. The results show that though the initial cost of construction of
concrete overlay is high, over a period of time it prove to be better than the bituminous overlay considering the whole life cycle cost.
The economic analysis also indicates that, out of the three fibre options, hybrid reinforced concrete would be economical without
compromising the performance of the pavement.
Keywords: - Fatigue, Life cycle cost analysis, Net Present Value method, Overlay, Rehabilitation
Laboratory studies of dense bituminous mixes ii with reclaimed asphalt materialseSAT Journals
Abstract
The issue of growing demand on our nation’s roadways over that past couple of decades, decreasing budgetary funds, and the need to
provide a safe, efficient, and cost effective roadway system has led to a dramatic increase in the need to rehabilitate our existing
pavements and the issue of building sustainable road infrastructure in India. With these emergency of the mentioned needs and this
are today’s burning issue and has become the purpose of the study.
In the present study, the samples of existing bituminous layer materials were collected from NH-48(Devahalli to Hassan) site.The
mixtures were designed by Marshall Method as per Asphalt institute (MS-II) at 20% and 30% Reclaimed Asphalt Pavement (RAP).
RAP material was blended with virgin aggregate such that all specimens tested for the, Dense Bituminous Macadam-II (DBM-II)
gradation as per Ministry of Roads, Transport, and Highways (MoRT&H) and cost analysis were carried out to know the economics.
Laboratory results and analysis showed the use of recycled materials showed significant variability in Marshall Stability, and the
variability increased with the increase in RAP content. The saving can be realized from utilization of recycled materials as per the
methodology, the reduction in the total cost is 19%, 30%, comparing with the virgin mixes.
Keywords: Reclaimed Asphalt Pavement, Marshall Stability, MS-II, Dense Bituminous Macadam-II
Laboratory investigation of expansive soil stabilized with natural inorganic ...eSAT Journals
Abstract
Soil stabilization has proven to be one of the oldest techniques to improve the soil properties. Literature review conducted revealed
that uses of natural inorganic stabilizers are found to be one of the best options for soil stabilization. In this regard an attempt has
been made to evaluate the influence of RBI-81 stabilizer on properties of black cotton soil through laboratory investigations. Black
cotton soil with varying percentages of RBI-81 viz., 0, 0.5, 1, 1.5, 2, and 2.5 percent were studied for moisture density relationships
and strength behaviour of soils. Also the effect of curing period was evaluated as literature review clearly emphasized the strength
gain of soils stabilized with RBI-81 over a period of time. The results obtained shows that the unconfined compressive strength of
specimens treated with RBI-81 increased approximately by 250% for a curing period of 28 days as compared to virgin soil. Further
the CBR value improved approximately by 400%. The studies indicated an increasing trend for soil strength behaviour with
increasing percentage of RBI-81 suggesting its potential applications in soil stabilization.
Influence of reinforcement on the behavior of hollow concrete block masonry p...eSAT Journals
Abstract
Reinforced masonry was developed to exploit the strength potential of masonry and to solve its lack of tensile strength. Experimental
and analytical studies have been carried out to investigate the effect of reinforcement on the behavior of hollow concrete block
masonry prisms under compression and to predict ultimate failure compressive strength. In the numerical program, three dimensional
non-linear finite elements (FE) model based on the micro-modeling approach is developed for both unreinforced and reinforced
masonry prisms using ANSYS (14.5). The proposed FE model uses multi-linear stress-strain relationships to model the non-linear
behavior of hollow concrete block, mortar, and grout. Willam-Warnke’s five parameter failure theory has been adopted to model the
failure of masonry materials. The comparison of the numerical and experimental results indicates that the FE models can successfully
capture the highly nonlinear behavior of the physical specimens and accurately predict their strength and failure mechanisms.
Keywords: Structural masonry, Hollow concrete block prism, grout, Compression failure, Finite element method,
Numerical modeling.
Influence of compaction energy on soil stabilized with chemical stabilizereSAT Journals
Abstract
Increase in traffic along with heavier magnitude of wheel loads cause rapid deterioration in pavements. There is a need to improve
density, strength of soil subgrade and other pavement layers. In this study an attempt is made to improve the properties of locally
available loamy soil using twin approaches viz., i) increasing the compaction of soil and ii) treating the soil with chemical stabilizer.
Laboratory studies are carried out on both untreated and treated soil samples compacted by different compaction efforts. Studies
show that increase in compaction effort results in increase in density of soil. However in soil treated with chemical stabilizer, rate of
increase in density is not significant. The soil treated with chemical stabilizer exhibits improvement in both strength and performance
properties.
Keywords: compaction, density, subgradestabilization, resilient modulus
Geographical information system (gis) for water resources managementeSAT Journals
Abstract
Water resources projects are inherited with overlapping and at times conflicting objectives. These projects are often of varied sizes
ranging from major projects with command areas of millions of hectares to very small projects implemented at the local level. Thus,
in all these projects there is seldom proper coordination which is essential for ensuring collective sustainability.
Integrated watershed development and management is the accepted answer but in turn requires a comprehensive framework that can
enable planning process involving all the stakeholders at different levels and scales is compulsory. Such a unified hydrological
framework is essential to evaluate the cause and effect of all the proposed actions within the drainage basins.
The present paper describes a hydrological framework developed in the form of a Hydrologic Information System (HIS) which is
intended to meet the specific information needs of the various line departments of a typical State connected with water related aspects.
The HIS consist of a hydrologic information database coupled with tools for collating primary and secondary data and tools for
analyzing and visualizing the data and information. The HIS also incorporates hydrological model base for indirect assessment of
various entities of water balance in space and time. The framework would be maintained and updated to reflect fully the most
accurate ground truth data and the infrastructure requirements for planning and management.
Keywords: Hydrological Information System (HIS); WebGIS; Data Model; Web Mapping Services
Forest type mapping of bidar forest division, karnataka using geoinformatics ...eSAT Journals
Abstract
The study demonstrate the potentiality of satellite remote sensing technique for the generation of baseline information on forest types
including tree plantation details in Bidar forest division, Karnataka covering an area of 5814.60Sq.Kms. The Total Area of Bidar
forest division is 5814Sq.Kms analysis of the satellite data in the study area reveals that about 84% of the total area is Covered by
crop land, 1.778% of the area is covered by dry deciduous forest, 1.38 % of mixed plantation, which is very threatening to the
environmental stability of the forest, future plantation site has been mapped. With the use of latest Geo-informatics technology proper
and exact condition of the trees can be observed and necessary precautions can be taken for future plantation works in an appropriate
manner
Keywords:-RS, GIS, GPS, Forest Type, Tree Plantation
Factors influencing compressive strength of geopolymer concreteeSAT Journals
Abstract
To study effects of several factors on the properties of fly ash based geopolymer concrete on the compressive strength and also the
cost comparison with the normal concrete. The test variables were molarities of sodium hydroxide(NaOH) 8M,14M and 16M, ratio of
NaOH to sodium silicate (Na2SiO3) 1, 1.5, 2 and 2.5, alkaline liquid to fly ash ratio 0.35 and 0.40 and replacement of water in
Na2SiO3 solution by 10%, 20% and 30% were used in the present study. The test results indicated that the highest compressive
strength 54 MPa was observed for 16M of NaOH, ratio of NaOH to Na2SiO3 2.5 and alkaline liquid to fly ash ratio of 0.35. Lowest
compressive strength of 27 MPa was observed for 8M of NaOH, ratio of NaOH to Na2SiO3 is 1 and alkaline liquid to fly ash ratio of
0.40. Alkaline liquid to fly ash ratio of 0.35, water replacement of 10% and 30% for 8 and 16 molarity of NaOH and has resulted in
compressive strength of 36 MPa and 20 MPa respectively. Superplasticiser dosage of 2 % by weight of fly ash has given higher
strength in all cases.
Keywords: compressive strength, alkaline liquid, fly ash
Experimental investigation on circular hollow steel columns in filled with li...eSAT Journals
Abstract
Composite Circular hollow Steel tubes with and without GFRP infill for three different grades of Light weight concrete are tested for
ultimate load capacity and axial shortening , under Cyclic loading. Steel tubes are compared for different lengths, cross sections and
thickness. Specimens were tested separately after adopting Taguchi’s L9 (Latin Squares) Orthogonal array in order to save the initial
experimental cost on number of specimens and experimental duration. Analysis was carried out using ANN (Artificial Neural
Network) technique with the assistance of Mini Tab- a statistical soft tool. Comparison for predicted, experimental & ANN output is
obtained from linear regression plots. From this research study, it can be concluded that *Cross sectional area of steel tube has most
significant effect on ultimate load carrying capacity, *as length of steel tube increased- load carrying capacity decreased & *ANN
modeling predicted acceptable results. Thus ANN tool can be utilized for predicting ultimate load carrying capacity for composite
columns.
Keywords: Light weight concrete, GFRP, Artificial Neural Network, Linear Regression, Back propagation, orthogonal
Array, Latin Squares
Experimental behavior of circular hsscfrc filled steel tubular columns under ...eSAT Journals
Abstract
This paper presents an outlook on experimental behavior and a comparison with predicted formula on the behaviour of circular
concentrically loaded self-consolidating fibre reinforced concrete filled steel tube columns (HSSCFRC). Forty-five specimens were
tested. The main parameters varied in the tests are: (1) percentage of fiber (2) tube diameter or width to wall thickness ratio (D/t
from 15 to 25) (3) L/d ratio from 2.97 to 7.04 the results from these predictions were compared with the experimental data. The
experimental results) were also validated in this study.
Keywords: Self-compacting concrete; Concrete-filled steel tube; axial load behavior; Ultimate capacity.
Evaluation of punching shear in flat slabseSAT Journals
Abstract
Flat-slab construction has been widely used in construction today because of many advantages that it offers. The basic philosophy in
the design of flat slab is to consider only gravity forces; this method ignores the effect of punching shear due to unbalanced moments
at the slab column junction which is critical. An attempt has been made to generate generalized design sheets which accounts both
punching shear due to gravity loads and unbalanced moments for cases (a) interior column; (b) edge column (bending perpendicular
to shorter edge); (c) edge column (bending parallel to shorter edge); (d) corner column. These design sheets are prepared as per
codal provisions of IS 456-2000. These design sheets will be helpful in calculating the shear reinforcement to be provided at the
critical section which is ignored in many design offices. Apart from its usefulness in evaluating punching shear and the necessary
shear reinforcement, the design sheets developed will enable the designer to fix the depth of flat slab during the initial phase of the
design.
Keywords: Flat slabs, punching shear, unbalanced moment.
Evaluation of performance of intake tower dam for recent earthquake in indiaeSAT Journals
Abstract
Intake towers are typically tall, hollow, reinforced concrete structures and form entrance to reservoir outlet works. A parametric
study on dynamic behavior of circular cylindrical towers can be carried out to study the effect of depth of submergence, wall thickness
and slenderness ratio, and also effect on tower considering dynamic analysis for time history function of different soil condition and
by Goyal and Chopra accounting interaction effects of added hydrodynamic mass of surrounding and inside water in intake tower of
dam
Key words: Hydrodynamic mass, Depth of submergence, Reservoir, Time history analysis,
Evaluation of operational efficiency of urban road network using travel time ...eSAT Journals
Abstract
Efficiency of the road network system is analyzed by travel time reliability measures. The study overlooks on an important measure of
travel time reliability and prioritizing Tiruchirappalli road network. Traffic volume and travel time were collected using license plate
matching method. Travel time measures were estimated from average travel time and 95th travel time. Effect of non-motorized vehicle
on efficiency of road system was evaluated. Relation between buffer time index and traffic volume was created. Travel time model has
been developed and travel time measure was validated. Then service quality of road sections in network were graded based on
travel time reliability measures.
Keywords: Buffer Time Index (BTI); Average Travel Time (ATT); Travel Time Reliability (TTR); Buffer Time (BT).
Estimation of surface runoff in nallur amanikere watershed using scs cn methodeSAT Journals
Abstract
The development of watershed aims at productive utilization of all the available natural resources in the entire area extending from
ridge line to stream outlet. The per capita availability of land for cultivation has been decreasing over the years. Therefore, water and
the related land resources must be developed, utilized and managed in an integrated and comprehensive manner. Remote sensing and
GIS techniques are being increasingly used for planning, management and development of natural resources. The study area, Nallur
Amanikere watershed geographically lies between 110 38’ and 110 52’ N latitude and 760 30’ and 760 50’ E longitude with an area of
415.68 Sq. km. The thematic layers such as land use/land cover and soil maps were derived from remotely sensed data and overlayed
through ArcGIS software to assign the curve number on polygon wise. The daily rainfall data of six rain gauge stations in and around
the watershed (2001-2011) was used to estimate the daily runoff from the watershed using Soil Conservation Service - Curve Number
(SCS-CN) method. The runoff estimated from the SCS-CN model was then used to know the variation of runoff potential with different
land use/land cover and with different soil conditions.
Keywords: Watershed, Nallur watershed, Surface runoff, Rainfall-Runoff, SCS-CN, Remote Sensing, GIS.
Estimation of morphometric parameters and runoff using rs & gis techniqueseSAT Journals
Abstract
Land and water are the two vital natural resources, the optimal management of these resources with minimum adverse environmental
impact are essential not only for sustainable development but also for human survival. Satellite remote sensing with geographic
information system has a pragmatic approach to map and generate spatial input layers of predicting response behavior and yield of
watershed. Hence, in the present study an attempt has been made to understand the hydrological process of the catchment at the
watershed level by drawing the inferences from moprhometric analysis and runoff. The study area chosen for the present study is
Yagachi catchment situated in Chickamaglur and Hassan district lies geographically at a longitude 75⁰52’08.77”E and
13⁰10’50.77”N latitude. It covers an area of 559.493 Sq.km. Morphometric analysis is carried out to estimate morphometric
parameters at Micro-watershed to understand the hydrological response of the catchment at the Micro-watershed level. Daily runoff
is estimated using USDA SCS curve number model for a period of 10 years from 2001 to 2010. The rainfall runoff relationship of the
study shows there is a positive correlation.
Keywords: morphometric analysis, runoff, remote sensing and GIS, SCS - method
-
Effect of variation of plastic hinge length on the results of non linear anal...eSAT Journals
Abstract The nonlinear Static procedure also well known as pushover analysis is method where in monotonically increasing loads are applied to the structure till the structure is unable to resist any further load. It is a popular tool for seismic performance evaluation of existing and new structures. In literature lot of research has been carried out on conventional pushover analysis and after knowing deficiency efforts have been made to improve it. But actual test results to verify the analytically obtained pushover results are rarely available. It has been found that some amount of variation is always expected to exist in seismic demand prediction of pushover analysis. Initial study is carried out by considering user defined hinge properties and default hinge length. Attempt is being made to assess the variation of pushover analysis results by considering user defined hinge properties and various hinge length formulations available in literature and results compared with experimentally obtained results based on test carried out on a G+2 storied RCC framed structure. For the present study two geometric models viz bare frame and rigid frame model is considered and it is found that the results of pushover analysis are very sensitive to geometric model and hinge length adopted. Keywords: Pushover analysis, Base shear, Displacement, hinge length, moment curvature analysis
Effect of use of recycled materials on indirect tensile strength of asphalt c...eSAT Journals
Abstract
Depletion of natural resources and aggregate quarries for the road construction is a serious problem to procure materials. Hence
recycling or reuse of material is beneficial. On emphasizing development in sustainable construction in the present era, recycling of
asphalt pavements is one of the effective and proven rehabilitation processes. For the laboratory investigations reclaimed asphalt
pavement (RAP) from NH-4 and crumb rubber modified binder (CRMB-55) was used. Foundry waste was used as a replacement to
conventional filler. Laboratory tests were conducted on asphalt concrete mixes with 30, 40, 50, and 60 percent replacement with RAP.
These test results were compared with conventional mixes and asphalt concrete mixes with complete binder extracted RAP
aggregates. Mix design was carried out by Marshall Method. The Marshall Tests indicated highest stability values for asphalt
concrete (AC) mixes with 60% RAP. The optimum binder content (OBC) decreased with increased in RAP in AC mixes. The Indirect
Tensile Strength (ITS) for AC mixes with RAP also was found to be higher when compared to conventional AC mixes at 300C.
Keywords: Reclaimed asphalt pavement, Foundry waste, Recycling, Marshall Stability, Indirect tensile strength.
Effect of skew angle on static behaviour of reinforced concrete slab bridge d...eSAT Journals
Abstract
The effect of a skew angle on single-span reinforced concrete bridges is analyzed using the finite-element method and the results are
presented in this paper. Investigations are carried out on RC slab bridge decks with and without edge beams to study the influence of
aspect ratio, skew angle and type of load. The finite-element analysis results for skewed bridges are compared to the reference
straight bridges for dead load, IRC Class A loading and IRC 70R loading for with and without edge beam. A total of 90 bridge models
are analyzed. The variation of maximum deflection, maximum longitudinal sagging bending moment, maximum torsional moment, and
maximum support reaction with skew angle is studied for all 90 bridge deck models. The FEA results of Dead load and Live load
bending moments and deflections decreases with increase in skew angle, where as maximum support reactions increases with increase
in skew angle and the maximum torsional moment increases with skew angle up to 45 degrees and there after decreases. The benefit
of providing edge beam is reflected in significant decrease in deflection, longitudinal bending moment and torsional moment.
Keywords: Bridges, skew angle; Concrete slabs; Finite element method; span length; dead load; IRC Class A loading
and IRC Class 70R loading.
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Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
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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
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A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
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A study of the constraints affecting the proper utilization of computer application software in resource management in chennai construction companies
1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 02 | Feb-2015, Available @ http://www.ijret.org 715
A STUDY OF THE CONSTRAINTS AFFECTING THE PROPER
UTILIZATION OF COMPUTER APPLICATION SOFTWARE IN
RESOURCE MANAGEMENT IN CHENNAI CONSTRUCTION
COMPANIES
S. Prakash Chandar1
, Aminu Tijjani2
, N. Ganapathy Ramasamy3
1
Assistant Professor, Department of Civil Engineering, SRM University, Kattankulathur Chennai, India
2
PG Student, Construction Engineering and Management, Department of Civil Engineering, SRM University
Kattankulathur Chennai, India
3
Assistant Professor, Department of Civil Engineering, SRM University Kattankulathur Chennai, India
Abstract
Construction is one of the area in which computer application software are highly required to perform different task at various
stages of project construction. Computers have been used to enhance the effectiveness of construction management. Efficient
utilization of computer application software is a key to enhancing the proper management of construction activities which will
contribute to the successful implementation of construction project. Careful selection of computer application software is required
by the construction companies for proper management of their resources. The difficulty about computerization especially with
regard to the use of computer application software in resource management require the knowledge and expertise of those working
in construction companies, and who are directly involved in the management of construction resources. The study was carried out
to determine the obstacles confronting the proper utilization of computer application software in resource management. The
result of the questionnaire survey used in this research work clearly indicated those constraints, which include, non-
understanding about software potentials, lack of qualified personnel to use the software, unaware of most of the resource
management software available in the market, communication gap between the vendors and users which contribute to non-
understanding of the full scope of the software, greater-know-how required from staff, among numerous others. A total of 22
construction companies were selected for the study. An open ended questionnaire which consist of 22 questions with regard to the
constraints affecting the proper utilization of computer application software in resource management was designed, validated,
and distributed among Engineers, Project Managers, as well as executives who are directly involved in the activities of the
construction site.
Keywords: resource management, application software, construction management
--------------------------------------------------------------------***------------------------------------------------------------------
1. INTRODUCTION
Construction industries consist of numerous issues including
various activities of a construction projects, these
construction activities require proper planning, scheduling
and allocation of resources, ranging from construction
equipment, construction materials, manpower, as well as
money. The emergence of computers as well as various
computer application software have to a large extent
simplifies the work of a project managers and other
construction engineers in one hand and on the other hand
make it more complex, this is because greater know how is
required from the project managers and other construction
professionals on how to use such computer application
software for planning and scheduling purposes. Ready-made
packages software are readily available in the market, and
are produced by the software vendors for the use of
construction companies, other Generic software are
developed by the construction companies themselves, either
directly or indirectly, in order to suit their purpose.
“Construction projects contain numerous inter dependent
and inter- related activities. The fast changing environments
of the present era impose numerous financial, legal, ethical,
environmental and logistic constraints. Being that
construction project consist of voluminous resources that are
required to be allocated to each activity of a construction
project, it poses a series of problem concerning how much
resources are required, how to optimize their utilization,
when they should be used among many questions.There are
so many popular project management software used for the
purpose of project management, such as Primavera,
Microsoft project, Milestone professional, Candy, AMS
Realtime Project, Project kickstart, Gala, Adria KOD,
Carpio and Maris, among numerous others, these computer
application software helps the construction managers for
proper planning and scheduling of construction resources,
such as material, labour, equipment and money. Each
computer application software having it peculiar benefits as
well as constraints. The recent literature showed that,
construction resource management studies is increasingly
becoming more important, there is a wide range of literature
2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 02 | Feb-2015, Available @ http://www.ijret.org 716
concerning various areas of construction resource
management, but very few studies were conducted in the
area of computer application in construction resource
management”.
1.1 Project Management Software
“Project management software are software which have the
capacity to help plan, organize, and manage resource pools
and develop resource estimates. Depending on the
sophistication of the software, it can manage estimation and
planning, scheduling, cost control and budget management,
resource allocation, collaboration software, communication,
decision-making, quality management and documentation or
administration systems. Today, numerous PC & browser
based project management software exist and they are
finding their way into almost every type of business. One of
the most common project management software tool types is
scheduling tools. Scheduling tools are used to sequence
project activities and assign dates and resources to them.
The detail and sophistication of a schedule produced by a
scheduling tool can vary considerably with the project
management methodology used, the features provided and
the scheduling methods supported”.
1.1.1 Primavera
“Primavera.-is the world leading provider of project,
program and portfolio management software solutions. It
provides the software foundation that enables all type of
business to excel in managing their portfolios, programs,
projects and resources”.
1.1.2 Milestone Professional
“Milestone Professional-It is a fast and easy software to
schedule, manage and report projects. It has Gantt chart
software for creating presentation ready project-
management chart and also works with Microsoft project. It
can function as an add-on tool to Microsoft Project. It can
create presentation reports, combine cost and schedule,
manage large projects, create reports from Microsoft Office
Project, calculate earned value, and distribute schedule via
print, Email and Internet. Project Control”.
1.1.3 Candy-Construction Project Modelling
“Candy-Construction Project and Project Control- is a
single-package, project control system designed by
construction professionals specifically for the construction
industry. Estimations, valuations, planning, cash flow and
forecasting components can be integrated. The operation in
Candy is similar to manual methods. One of candy`s most
powerful features is the unique facility to dynamically link
money and time, i.e., linking the bill of quantities to the
program of work”.
1.1.4 AMS Realtime Projects
“AMS Realtime Projects-is powerful, easy-to-use tool that
provide integrated project, resource scheduling and cost
management. It support the needs of individual project
managers and provide consolidation, aggregation, analysis
and management through powerful mult-project facilities”.
1.1.5 Project KickStart
“Project KickStart-helps save time and money by organizing
thought quickly with easy user interface. It has straight
forward task management and progress tracking, both of
which are essential for efficient, successful projects. It other
features include basic budgeting and cost tracking. It also
support Gantt chart to keep the project on time-or better still,
ahead of schedule-and helps in keeping the project
organized with centralized document repository”.
1.1.6 Microsoft Project
“Microsoft Project-is a popular software offering a number
of functions such as scheduling, resource levelling, tracking
and reporting, and in-user friendly manner. In appearance it
is almost like a spreadsheet. Preparation of schedule and
identification of critical path are easily achievable in MS
Project. MS Project distinguishes between work resources
and material resources. Tracking is possible by entering the
information on percent completion of task. The newer
versions are equipped with work breakdown-structure tools,
risk analysis tools and multiple project-planning tools”.
2. METHODOLOGY
The result presented here were obtained from 22
construction companies in Chennai. An open ended
questionnaires designed for this purpose were distributed
among those construction companies, of the 65
questionnaires distributed, 50 were returned while 15 got
lost. 28% of the respondents to these questionnaires were
project managers, 24% were engineers, 20% were company
executives, 12% were site engineers, while 16% falls under
others. Building construction constitutes 46% of the project
involved by the construction companies, 36% Road
construction, 2% Water project, others represent 14%, while
2% did not provide this information in the questionnaire.
With the regard to the work experience of the respondents,
36% falls between 6-10 years, 32% between 1-5 years, 18%
between 11-15 years, while 14% greater than 15 years. The
data of the questionnaire survey was analyzed using (SPSS)
software. The mean value as well as rank of each of the
constraints affecting the proper utilization of computer
application software was obtained.
3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 02 | Feb-2015, Available @ http://www.ijret.org 717
Chart-1: Respondent’s position
Chart-2: Type of project involved
Chart-3: Relevant work experience
3. RESULT AND ANALYSIS
The table 1 below show the analysis of the constraints
affecting the proper utilization of computer application
software in resource management, the analysis is based on
the response of the professionals working in some of
Chennai construction companies, which includes, Engineers,
Site Engineers, Project Managers, Executives, among
others. The type of analysis used for the study is descriptive
analysis. The mean value of each of the constraint as well as
rank were obtained using SPSS Software, and arranged in
descending order.
Table-1: The result of the Constraints affecting the proper utilization of computer application software for resource management
using SPSS Software.
S/N Benefit N Minimum Maximum Mean Rank
1
Non understanding about software
potentials
50 2.00 5.00 3.5200 1
2
Lack of qualified personnel to use the
software
50 1.00 5.00 3.4400 2
3
Unaware of most of the resource
management software available in the
market
50 1.00 5.00 3.3200 3
4
Communication gap between software
vendors and users contribute to non-
understanding of the full scope of the
software
50 1.00 5.00 3.3000 4
5 Greater know-how required from staff 50 1.00 5.00 3.2600 5
6 Lack of training and supports 50 1.00 5.00 3.2400 6
7
Required outdoor training in dealing
with the software
50 1.00 5.00 3.2000 7
8
The company find it difficult to
develop it In-house software
50 1.00 5.00 3.1200 8
9
High cost of training on use of
software
50 1.00 5.00 3.0600 9
4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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Volume: 04 Issue: 02 | Feb-2015, Available @ http://www.ijret.org 718
10
Time and resource requirement tackled
our effort to develop our In-house
software
50 1.00 5.00 3.0400 10
11 Virus attack may lead to loss of data 50 1.00 5.00 3.0000 11
12
The resource function of the software
used for resource management is not
up to expectation
50 1.00 5.00 2.9400 12
13
Limited abilities for resource
management
50 1.00 5.00 2.9400 13
14 Complex to use 50 1.00 5.00 2.9200 14
15
Non compatibility in
hardware/software selection
50 1.00 5.00 2.9000 15
16 Crashing problem 50 1.00 5.00 2.8800 16
17
Difficulty in understanding the
communication medium used in the
software
50 1.00 5.00 2.7800 17
18 Software need for regular update 50 1.00 5.00 2.7600 18
19 High cost of the software 50 1.00 5.00 2.7600 19
20
Non suitability for the intended
application
50 1.00 5.00 2.7400 20
21 Shortage of user friendly software 50 1.00 5.00 2.7400 21
22
Ready- made software not satisfying
the need of the company
50 1.00 5.00 2.7200 22
Table 1 above show that, non-understanding about software potentials is the major problem affecting the proper utilization of
computer application software used in resource management, and is ranked 1st
, lack of qualified personnel to use the software is
ranked 2nd
, unaware of most of the resource management software available in the market ranked 3rd
, followed by communication
gap between software vendors and users contribute to non-understanding of the full scope of the software, and is ranked 4th
, while
high cost of the software, non-suitability for the intended application, shortage of user friendly software, ready- made software not
satisfying the need of the company all obtained the least mean, and were ranked 19th
, 20th
, 21st
, and 22nd
respectively.
Chart-4: Representation of results
0
0.5
1
1.5
2
2.5
3
3.5
4 3.523.443.32 3.3 3.263.24 3.2 3.123.063.04 3 2.942.942.92 2.9 2.882.782.762.762.742.742.72
5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 02 | Feb-2015, Available @ http://www.ijret.org 719
4. DISCUSSION OF FINDINGS
Even though most of the construction companies in Chennai
were using project management software in resource
management, but based on the study carried out, and the
result obtained from the analyzed data using SPSS, it is
indicated that, there are still some obstacles which hinder
the proper utilization of computer application software in
resource management. Some of the obstacle as seen in the
analysis of the data, includes non-understanding of most of
the capabilities of project management software used in
resource management, these capabilities were not well
understood by most of the project managers and other
construction engineers who are directly involved in the
activities of the construction project, there are also lack of
qualified personnel to make best use of the software.
Another obstacle is unaware of most of resource
management software available in the market, therefore
most of the project managers and other construction
engineers who are directly responsible for scheduling of
construction resources were only aware of few project
management software e.g. Primavera and MS project.
Communication gap between software vendors and users
also contribute to non-understanding of the full scope of the
software, greater knowledge from project managers and
other construction engineers also needed in order to make
effective use of the software for proper planning, scheduling
and control of construction resources.
5. CONCLUSION
Having analysed the data in table 1 above, and having
explore the various constraints affecting the proper
utilization of computer application software in resource
management, it is now come to conclusion that, for project
managers and other construction engineers to make best
used of computer application software in resource
management, there is need for the construction companies to
overcome the identified obstacles which hinder the proper
utilization of resource management software, this can be
done through training of the relevant staff as well as helping
them explore the newly software used in the other part of the
world for the purpose of scheduling resources.
SPSS (Statistical Package for Social Science) Software used
to analyse the data really helps in the speedy and accurate
interpretation of the gathered data from the respondents.
6. RECOMMENDATION
In order for the construction companies to fully utilize the
potentialities of the construction management software in
the area of resource management, the following should be
taken into consideration:
(a) There is need for training and retraining of project
managers and other construction engineers on how to make
best use of project management software in resource
management
(b) The training could be in-house training, by inviting
experts in the field of project management software to train
those involved on how to use the project management
software properly, or by sponsoring them to be attending
conferences, workshops, symposiums, as well as other
outside training in order to acquire the knowledge and
expertise, which will in turn improve the productivity of the
companies.
(c) There is need for the construction companies to explore
various project management software available in the
market to be used for resource management, this will reduce
the burden as well as complexity associated with some of
the software in used.
(d) The cost of training project management software usage
should be made minimal, but reasonable, to enable the
teaming UG, PG and other students acquire more training on
project management software usage, in addition to the
training they received in their various institutions of
learning, this will boost their competency when they come
to work in the construction companies and minimize the cost
of training construction workers.
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BIOGRAPHIES
Mr. S. Prakash Chandar, is an Assistant
Professor in the Department of Civil
Engineering, SRM University,
Kattankulathur, Chennai India.
Aminu Tijjani, is an indigene of Madobi
Local Government, Kano state Nigeria,
studying Construction Engineering and
Management (M. Tech.), Department of
Civil Engineering, SRM University,
Kattankulathur, Chennai India.
Mr. N. Ganapathy Ramasamy, is an
Assistant Professor, Department of Civil
Engineering, SRM University,
Kattankulathur, Chennai, India