Academic literature on the topic 'Construction Project management'

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Journal articles on the topic "Construction Project management"

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Schieg, Martin. "RISK MANAGEMENT IN CONSTRUCTION PROJECT MANAGEMENT." Journal of Business Economics and Management 7, no. 2 (June 30, 2006): 77–83. http://dx.doi.org/10.3846/16111699.2006.9636126.

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By adopting risk management, savings potentials can be realized in construction projects. For this reason, for project managers as well as real estate developers, a consideration of the risk management process is worthwhile. The risk management process comprises 6 process steps, which will be discussed in greater detail below. The integration of a risk management system in construction projects must be oriented to the progress of the project and permeate all areas, functions and processes of the project. In this, particular importance is attached to the risks in the personnel area, for, particularly for enterprises providing highly qualified services, specialized employees are essential for market success.
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Barnes, Martin. "Construction project management." International Journal of Project Management 6, no. 2 (May 1988): 69–79. http://dx.doi.org/10.1016/0263-7863(88)90028-2.

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Brookes, Naomi. "Construction Project Management." Construction Management and Economics 31, no. 9 (September 2013): 1019–20. http://dx.doi.org/10.1080/01446193.2013.787488.

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Nový, Martin, Jana Nováková, and Miloš Waldhans. "Project management in building industry management." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 60, no. 7 (2012): 189–98. http://dx.doi.org/10.11118/actaun201260070189.

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The article deals with contents of the project management on general level first. It mentions the most widespread project management standards, which have historically developed in global scale, their parts and objectives. Further, it describes position of the building industry in national economy, its specific features distinguishing it from the other industrial production, contents of the building industry management and project management of structures. The importance of the role of project manager is documented by characteristics of construction projects, their course, contents of sub-phases, and individual types of managing activities. Attention is devoted to project planning – determination of realization costs, necessary resources, sequence and time course of individual works. The most frequently used graphic methods of schedule presentation – Gantt chart, network chart and frequency bar chart are applied on examples of constructions. These charts can be focused in time sequence on individual types of resources – workforce, finance, materials, energies, and machinery. In conclusion, necessity to manage the project management procedures is emphasized as a part of skills of a construction engineer in the role of preparation manager or construction project realization manager.
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Nguyen, Lam Son, Oleg Jakovlevich Kravets, Truc Phuong Thai, Vladimir Dmitrievich Sekerin, and Anna Evgenievna Gorokhova. "Quality Management Models of Project Management in the Construction Sector." Webology 18, SI05 (October 30, 2021): 844–56. http://dx.doi.org/10.14704/web/v18si05/web18266.

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Wu, Yun Na, Jia Li Wang, and Jiang Shuai Li. "Energy Project Portfolio Management System Construction." Advanced Materials Research 211-212 (February 2011): 72–77. http://dx.doi.org/10.4028/www.scientific.net/amr.211-212.72.

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As increasingly complex of the energy project management, traditional project management system is not very suitable for energy projects management. Combined with unique characteristics of energy projects, this paper studies the current state of the energy project development and takes advantage of project portfolio management, builds the energy project portfolio management system which includes energy project advices, selection, evaluation, assessment and implementation. The system solves the complex problems of energy project management, and then ensures that energy projects meet the strategic requirements of country and enterprises.
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GRIVEENA, J. LIDIYA, and K. SRINIVASAN K.SRINIVASAN. "Construction Safety: An Integral Part of Project Management." Indian Journal of Applied Research 4, no. 4 (October 1, 2011): 1–4. http://dx.doi.org/10.15373/2249555x/apr2014/264.

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Dastyar, B., A. F. Esfahani, M. Askarifard, and A. MonirAbbasi. "Identification, Prioritization and Management of Construction Project Claims." Journal of Engineering, Project, and Production Management 8, no. 2 (July 31, 2018): 90–96. http://dx.doi.org/10.32738/jeppm.201807.0004.

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Khan, Khalid Mohiuddin, and Mr Masoom Reza. "Earned Value Management for Design and Construction Project." International Journal of Trend in Scientific Research and Development Volume-2, Issue-5 (August 31, 2018): 1482–502. http://dx.doi.org/10.31142/ijtsrd17029.

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Othman, Idris, Madzlan Napiah, and Narayanan Sambu Potty. "Resource Management in Construction Project." Applied Mechanics and Materials 567 (June 2014): 607–12. http://dx.doi.org/10.4028/www.scientific.net/amm.567.607.

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Construction projects experience various problems and complex factors such as cost, duration, quality and safety. Construction sector is diverse as it contains sub-contractors, contractors, consultants, architects, owners, and others. The aim of this paper is to identify and analyze resource management issues in construction project. Other than that is to ascertain the significance of the resource management as one of the key element in construction project success. A literature review and a questionnaire survey were done for data collection and analyzed using Relative Importance Index and Cronbach’s alpha. The questionnaires were distributed to the team members of KLIA 2 – New Low Cost Terminal Project: Client, Architects, Main Contractor, and Sub-Contractor. The findings revealed that dependent on foreign workers to respond to the high demand of skilled workers, weather condition affecting machineries/equipment-work-related performance and weaknesses in quality assurance for the supply of construction materials should be given serious attention in order to ensure the productivity and financial performance of the projects. Keywords: Construction Project Management, Resource Management, Manpower, Machineries, Materials
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Dissertations / Theses on the topic "Construction Project management"

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Xiong, Riyue. "Leadership in project management." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/26596.

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Thesis (M. S.)--Building Construction, Georgia Institute of Technology, 2009.
Committee Chair: Roper, Kathy; Committee Member: Ashuri,Baabak; Committee Member: Thomas, Linda. Part of the SMARTech Electronic Thesis and Dissertation Collection.
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Sprinkle, Zachary Joseph. "Heuristics in Construction Project Management." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/87089.

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Modern construction projects are delivered in complex, fast pace environments. Stakeholders are required to participate in dynamic project settings with resource constraints, information constraints, and time constraints. To overcome gaps in knowledge, to deliver decisions quickly, and to overcome human limits in cognitive ability, decision makers typically employ heuristics, or rules of thumb to arrive at relatively quick answers. Heuristics are cognitive shortcuts that an individual employs to arrive at quick decisions (Goodwin et al., 2004). These heuristics are used in a variety of ways, ranging from using the process of elimination (elimination heuristic) to applying different cognitive weights to options based on recent experience, reputation, or familiarity (Shah and Oppenheimer, 2008). This research aims to identify heuristics present in the implementation phase of construction. By summarizing the results of two studies conducted with a Mid-Atlantic Contractor, this thesis prescribes seven heuristics commonly used by construction stakeholders.
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Williams, Peter J. "Project management and construction contracts." Thesis, Queensland University of Technology, 1990. https://eprints.qut.edu.au/36460/1/36460_Williams_1990.pdf.

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The concept of the Professional Construction Engineer has emerged and developed over the past decade in response to pressures for construction capacity within the Australian Industry. Prior to that time, few contractors employed professional Engineers. The profession has evolved in response to the need for staff competent to handle compressed contract periods and technically difficult administration procedures. Contractors today enter into contracts requiring faster, more economical project completions. Indeed, to remain competitive, contractors and clients are continually developing contract conditions of greater complexity. All require a greater degree of responsibility by the parties to the contract aiming to ensure that practical efficiency is not lost to legal complexity. This is not to say that matters of dispute do not arise between contracting parties. Indeed, contractual claims and disputes have now become an endemic part of the construction industry. Over the last decade the legal profession now has developed a defined area of practice known as "construction law". The industry is constantly reviewing publications and attending law conferences, all supporting a thriving disputes industry. In addition to the changing construction environment and changed contract conditions various construction management techniques and methods have evolved over recent years. Construction management, project management, guaranteed maximum price and combinations of contract forms have evolved. All use very sophisticated techniques such as network based scheduling, cost engineering, project control groups and documentation procedures. All have been extensively utilised to pursue or deny construction claims within our legal system. The following chapters seek to examine the modern contract documents and conditions, their effects on the law and vice versa, administration of the contract, arbitration, the modern alternative forms of contract and the need for such flexibility. The chapters are written to relate directly to the Australian Construction Industry to provide a worthwhile review of the Australian situation which in the past has been reliant on similar reference and advice from Britain and America. The thesis seeks to answer the questions: (a) What are the best methods or forms of contract for contracting parties to adopt? (b) Is there any need for changes to attitudes, forms of contract, methods of contracting? (c) Who will benefit from the changes and how?
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Salleh, Rohaniyati. "Critical success factors of project management for Brunei construction projects : improving project performance." Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/38883/1/Rohaniyati_Salleh_Thesis.pdf.

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The problem of delays in the construction industry is a global phenomenon and the construction industry in Brunei Darussalam is no exception. The goal of all parties involved in construction projects – owners, contractors, engineers and consultants in either the public or private sector is to successfully complete the project on schedule, within planned budget, with the highest quality and in the safest manner. Construction projects are frequently influenced by either success factors that help project parties reach their goal as planned, or delay factors that stifle or postpone project completion. The purpose of this research is to identify success and delay factors which can help project parties reach their intended goals with greater efficiency. This research extracted seven of the most important success factors according to the literature and seven of the most important delay factors identified by project parties, and then examined correlations between them to determine which were the most influential in preventing project delays. This research uses a comprehensive literature review to design and conduct a survey to investigate success and delay factors and then obtain a consensus of expert opinion using the Delphi methodology to rank the most needed critical success factors for Brunei construction projects. A specific survey was distributed to owners, contractors and engineers to examine the most critical delay factors. A general survey was distributed to examine the correlation between the identified delay factors and the seven most important critical success factors selected. A consensus of expert opinion using the Delphi methodology was used to rank the most needed critical success factors for Brunei building construction. Data was collected and evaluated by statistical methods to identify the most significant causes of delay and to measure the strength and direction of the relationship between critical success factors and delay factors in order to examine project parties’ evaluation of projects’ critical success and delay factors, and to evaluate the influence of critical success factors on critical delay factors. A relative importance index has been used to determine the relative importance of the various causes of delays. A one and two-way analysis of variance (ANOVA) has been used to examine how the group or groups evaluated the influence of the critical success factors in avoiding or preventing each of the delay factors, and which success factors were perceived as most influential in avoiding or preventing critical delay factors. Finally the Delphi method, using consensus from an expert panel, was employed to identify the seven most critical success factors used to avoid the delay factors, and thereby improve project performance.
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Anvuur, Aaron Maano. "Cooperation in construction projects : concept, antecedents and strategies /." Thesis, Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B40887650.

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Freeman, John. "Effective construction project communications." Master's thesis, University of Cape Town, 2016. http://hdl.handle.net/11427/20714.

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Large construction projects involve numerous participants, many of whom do not participate for the entire duration of the project. Participants often come from very different cultural and linguistic backgrounds. In the case of many large projects, the levels of education of these participants also vary widely, from graduate professionals to labourers with only a basic education. For a project to be developed, executed and handed over to the owner efficiently, the activities and delivered outputs of the project participants need to be coordinated. This requires effective communication to and feedback from all stakeholders. Project communication systems therefore have to take into account the differing backgrounds and information requirements of the participants. The execution of a high proportion of construction projects is negatively affected due to ineffective project communications. This gives rise to the concern that construction project communications can contribute to late or inappropriate actions by participants that can negatively affect project delivery. This informed the research question: "How can project team communication systems be optimised to ensure that all stakeholders have all the information and understanding required to function efficiently, effectively and timeously?" This research study sets out to answer this question. The first objective of this study was to identify the main factors that cause project communications to be ineffective. The second objective was to develop a theory relating to effective project communications systems that could be useful in developing practical solutions to project communication problems.
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Branch, Harold Kenneth. "Strategies Construction Project Managers Use to Create Environmental Sustainability in Construction Projects." ScholarWorks, 2018. https://scholarworks.waldenu.edu/dissertations/6176.

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Senior construction project managers who fail to create strategies for environmental sustainability risk losing their competitive advantage in the business environment. Based on stakeholder theory, the purpose of this multiple case study was to explore the strategies that senior project managers use to implement environmental sustainability in their construction projects. Data were obtained from semistructured interviews with 4 senior project managers from 4 construction companies located in the midwestern region of the United States who implemented environmentally sustainable practices in their project processes. The data analysis process included methodological triangulation. The interviews were transcribed, interpreted, and coded to generate themes, which were validated through member checking and archival documentation. The centralized themes included (a) stakeholder engagement, (b) terminology, and (c) cost. Construction projects require the use of appropriate strategies for implementation of environmental sustainability in their project processes, lest project failure occurs. The use of stakeholder engagement principles, to strengthen environmental sustainability interests, creates shared concern and helps generate a roadmap for using environmentally sustainable business strategies. The implications for positive social change include the potential to affect business practices by contributing new knowledge to develop strategies that project managers can use for implementing environmentally sustainable practices. Environmentally sustainable construction practices will enhance the social practice of caring for the environment and create health and well-being.
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Elkherbawy, Ahmed Abdelbasset. "Lean construction versus Project Management in road projects : scheduling comparison." Doctoral thesis, Universitat Politècnica de Catalunya, 2019. http://hdl.handle.net/10803/668908.

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Lean Construction is regarded as an innovative approach of management for various types of projects in the field of construction. As much as it is currently applied in some countries, its expansion is inevitable, for better overall results are obtained and the projects’ objectives are met more precisely. Despite the fact that Lean Construction offers solutions to many problems occurring under the traditional management approach known as the Project Management (PM), the scope of its application is not as promising. Countries where Lean Construction is minimally applied include the United States of America and the United Kingdom besides other countries in Europe and Latin America. However, it is still not applied to a more exhaustive extent in these countries and is completely missing in many others around the world. This study primarily focuses on the application of Lean Construction to Infrastructure, specifically road projects; investigating Lean Construction solutions to the time wastes. Through conducting a case study research, this work focuses on investigating the impact of applying Last Planner System as a Lean Construction tool on the elimination of Non-Value Added (NVA) activities, that is, wastes in a highway project in Cairo, Egypt. This study includes a State of Art on both Project Management approach and Lean Construction. The study applies a comparative approach between the application of Project Management approach and Lean Construction in road projects. Hence, the researcher conducted different simulations of the studied road project, taking into account the two approaches (Project Management and Lean Construction), then obtaining the simulations results. Two parameters are used as comparison criteria: Percentage Plan Complete (PPC) and Percentage Activity Waste (PAW). The later (PAW) is a new parameter introduced by the researcher to investigate its results before/after applying the Lean Construction tools. Findings of the study support the research hypothesis that the application of Lean Construction approach to road projects enhances productivity through eliminating time-related wastes and decreasing the project duration. This research supports the argument that road projects can benefit greatly from the application of Lean Construction instead of the traditional approach.
Lean Construction es considerado como un enfoque innovador para la gestión de diversos tipos de proyectos en el campo de la construcción. Por más que se aplique actualmente en algunos países, su expansión es inevitable, ya que se obtienen mejores resultados generales y los objetivos de los proyectos se cumplen con mayor precisión. A pesar del hecho de que Lean Construction ofrece soluciones a muchos problemas que ocurren bajo el enfoque de administración tradicional conocido como Gestión de Proyectos (Project Management, PM), el alcance de su aplicación no es tan prometedor. Los países en los que se aplica mínimamente el Lean Construction son los Estados Unidos de América y el Reino Unido, además de otros países de Europa y América Latina. Sin embargo, todavía no se aplica de manera más exhaustiva en estos países y está completamente ausente en muchos otros en todo el mundo. Este estudio se centra principalmente en la aplicación de el Lean Construction a Infraestructura, específicamente en proyectos viales; Investigando soluciones de Lean Construction para los desperdicios del tiempo. A través de la realización de una investigación de estudio de caso, este trabajo se enfoca en investigar el impacto de la aplicación del Sistema Last Planner como una herramienta Lean Construction en la eliminación de actividades sin valor agregado (NVA), es decir, desechos en un proyecto vial en El Cairo, Egipto. Este estudio incluye un estado del arte tanto en el enfoque de gestión tradicional de proyectos Project Management como en Lean Construction. El estudio se aplica a un enfoque comparativo entre la aplicación del enfoque de el Project Management y el Lean Construction en proyectos viales. Por lo tanto, el investigador realizó diferentes simulaciones del proyecto de carretera estudiado, teniendo en cuenta los dos enfoques (Project Management y Lean Construction), y luego obtuvo los resultados de las simulaciones. Se utilizan dos parámetros como criterios de comparación: Plan de porcentaje completado (PPC) y Porcentaje de residuos de actividad (PAW). El último (PAW) es un nuevo parámetro introducido por el investigador para investigar sus resultados antes / después de aplicar las herramientas de el Lean Construction. Los hallazgos del estudio apoyan la hipótesis de la investigación de que la aplicación del enfoque de Lean Construction a los proyectos viales aumenta la productividad al eliminar los desechos relacionados con el tiempo y disminuir la duración del proyecto. Esta investigación apoya el argumento de que los proyectos viales pueden mejorarse en gran medida con la aplicación de el Lean Construction en lugar del enfoque tradicional el Project Management.
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Rohr, Eric E. "Adapting Critical Chain Project Management to Army Engineer Construction Projects." TopSCHOLAR®, 2017. http://digitalcommons.wku.edu/theses/1958.

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For decades, Army Engineers have utilized the systems of the Critical Path Method (CPM) and multi-level Gantt chart planning system for its construction projects. While these methods are well accepted, they are not without their flaws. Research and literature in project management has given weight to several viable alternative options to planning projects. One such option, Critical Chain Project Management (CCPM), was developed to address the flaws of CPM by offering a holistic approach to project management based on strict resource control and the use of time buffers. This method attempts to eliminate multitasking and procrastination that can plague efficiency and offer managers more flexibly on tasks that otherwise had no leeway. CCPM may give project managers more flexibility and control while at the same time shortening the overall length of a project, saving time and money. The purpose of this thesis was to address the time saving and resource management benefits of utilizing CCPM over CPM and analyze the viability of those benefits being applied to U.S. Army Corps of Engineers construction project planning. Through the use of surveys of Army Engineer project supervisors, several key factors that cause delays because of CPM were identified and rated. The validity of CCPM based solutions to the same issues were also assessed by Army project supervisors in the survey. Analysis of the survey results indicated that CCPM may offer solutions to major issues that Army project supervisors face.
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Haksever, A. Mehmet. "Information overload in construction project management." Thesis, University of Reading, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.245323.

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Books on the topic "Construction Project management"

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Construction project management. London: Butterworths, 1985.

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Construction project management. Westchester, Ill: Pareto -- Building Improvement, 2010.

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Gould, Frederick E. Construction project management. 2nd ed. Upper Saddle River, NJ: Prentice Hall, 2003.

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Construction project management. London: Taylor & Francis, 2005.

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Gould, Frederick E. Construction project management. Upper Saddle River, N.J: Prentice Hall, 2002.

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Fewings, Peter, and Christian Henjewele. Construction Project Management. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030.

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Gould, Frederick E. Construction project management. 3rd ed. Upper Saddle River, N.J: Pearson Prentice Hall, 2009.

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Gould, Frederick E. Construction project management. 2nd ed. Upper Saddle River, N.J: Prentice Hall, 2003.

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Clough, Richard Hudson. Construction project management. 4th ed. New York: Wiley, 2000.

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A, Sears Glenn, ed. Construction project management. 3rd ed. New York: Wiley, 1991.

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Book chapters on the topic "Construction Project management"

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Hanioğlu, Mehmet Nihat. "Management, Project Management, and Construction Projects." In A Cost Based Approach to Project Management, 17–37. New York: Routledge, 2022. http://dx.doi.org/10.1201/9781003172710-2.

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Fewings, Peter, and Christian Henjewele. "Digital construction." In Construction Project Management, 385–416. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-14.

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Fewings, Peter, and Christian Henjewele. "Construction procurement." In Construction Project Management, 80–109. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-5.

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Griffith, Alan, and Paul Watson. "Corporate and Project Management." In Construction Management, 9–23. London: Macmillan Education UK, 2004. http://dx.doi.org/10.1007/978-0-230-50021-1_2.

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Port, Stanley. "Project Management." In The Management of CAD for Construction, 133–44. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4684-6605-8_8.

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Fewings, Peter, and Christian Henjewele. "Design management and value." In Construction Project Management, 143–71. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-7.

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Fewings, Peter, and Christian Henjewele. "Introduction." In Construction Project Management, 1–8. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-1.

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Fewings, Peter, and Christian Henjewele. "Engineering the production process." In Construction Project Management, 242–73. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-10.

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Fewings, Peter, and Christian Henjewele. "Managing risk and value." In Construction Project Management, 274–307. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-11.

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Fewings, Peter, and Christian Henjewele. "Project safety, health and the environment." In Construction Project Management, 308–47. Third edition. | Abingdon, Oxon ; New York, NY : Routledge is an imprint of the Taylor & Francis Group, an Informa Business, 2019.: Routledge, 2019. http://dx.doi.org/10.1201/9781351122030-12.

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Conference papers on the topic "Construction Project management"

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Han, Zonghai, and Thomas Froese. "Project Information Management in Mega Oil Sands Projects." In Construction Research Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41020(339)8.

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Solis-Carcaño, Romel G., and Gilberto A. Corona-Suarez. "Project Time Management and Schedule Performance in Mexican Construction Projects." In Construction Research Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479827.211.

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Johnson, A. "Project risk management framework for railway construction projects." In IET International Conference on Railway Engineering 2008 (ICRE 2008). IEE, 2008. http://dx.doi.org/10.1049/ic:20080015.

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Elnaz, Safapour, Kermanshachi Sharareh, and Jafari Amirhosein. "Effective Project Management Principles and Strategies in Transportation Infrastructure Projects." In Creative Construction e-Conference 2020. Online: Budapest University of Technology and Economics, 2020. http://dx.doi.org/10.3311/ccc2020-064.

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Sjekavica Klepo, Mariela, and Mladen Radujković. "Usage of Project Management Methods, Tools and Techniques in Infrastructure Projects." In Creative Construction Conference 2019. Budapest University of Technology and Economics, 2019. http://dx.doi.org/10.3311/ccc2019-070.

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Hewavitharana, T., S. Nanayakkara, and S. Perera. "Blockchain as a project management platform." In 8th World Construction Symposium. University of Moratuwa, 2019. http://dx.doi.org/10.31705/wcs.2019.14.

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Dosumu, Oluwaseun, and Clinton Aigbavbo. "Perceived impacts and solution to poor project management on abandoned construction projects." In Creative Construction Conference 2018. Budapest University of Technology and Economics, 2018. http://dx.doi.org/10.3311/ccc2018-082.

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Doloi, Hemanta K., Santhosh Loganathan, Satyanarayana N. Kalidindi, and Ashwin Mahalingam. "Assessment of Stakeholders’ Management Practice in Infrastructure Projects—An Indian Case Project." In Construction Research Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479827.147.

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Wong, Conrad, and Heng Li. "VHBuild:Transferring Project Management into Knowledge Management." In 17th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2000. http://dx.doi.org/10.22260/isarc2000/0121.

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Tomáš, Mandičák, and Mesároš Peter. "Knowledge Management and BIM Technology in Construction Project Management." In Creative Construction e-Conference 2020. Online: Budapest University of Technology and Economics, 2020. http://dx.doi.org/10.3311/ccc2020-033.

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Reports on the topic "Construction Project management"

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Boone, Jonathan, Bobby Sells, Matthew Davis, and Dan McDonald. Alternative analysis for construction progress data spatial visualization. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/42166.

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The U.S. Army Corps of Engineers (USACE) construction projects have multiple stakeholders that collaborate with project delivery team members during the execution of these projects. Many of these stakeholders are located across the U.S., which makes virtual interactions a common communication method for these teams. These interactions often lack spatial visualization, which can add complications to the progress reports provided and how the information is received/interpreted. The visualization of project progress and documents would be invaluable to the stakeholders on critical projects constructed by the USACE. This research was conducted to determine alternatives for migrating Resident Management System (RMS) data into a portal web viewer. This report provides proposed solutions to creating these links in efforts to better harmonize data management and improve project presentation.
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ARMY ENGINEER DISTRICT ROCK ISLAND IL. Upper Mississippi River System - Environmental Management Program Definite Project Report (R1) for Construction. Monkey Chute Restoration Project. Pool 21, Upper Mississippi River, Marion County, Missouri. Fort Belvoir, VA: Defense Technical Information Center, February 1987. http://dx.doi.org/10.21236/ada184347.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 4 – Freeport. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41903.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Freeport CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 2 – Port Arthur. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41901.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 3 – Orange County. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41902.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Orange County CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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Melby, Jeffrey, Thomas Massey, Abigail Stehno, Norberto Nadal-Caraballo, Shubhra Misra, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 1 – background and approach. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41820.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP runup and overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM structure crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide CSRM structure elevations.
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Piercy, Candice, Safra Altman, Todd Swannack, Carra Carrillo, Emily Russ, and John Winkelman. Expert elicitation workshop for planning wetland and reef natural and nature-based features (NNBF) futures. Engineer Research and Development Center (U.S.), August 2021. http://dx.doi.org/10.21079/11681/41665.

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This special report discusses the outcomes of a September 2019 workshop intended to identify barriers to the consideration and implementation of natural and nature-based features (NNBF) in US Army Corps of Engineers (USACE) civil works projects. A total of 23 participants representing seven USACE districts, the US Army Engineer Research and Development Center (ERDC), and the University of California–Santa Cruz met at USACE’s South Atlantic Division Headquarters in Atlanta, Georgia, to discuss how to facilitate the implementation of NNBF into USACE project planning for wetlands and reefs using six categories: (1) site characterization, (2) engineering and design analysis, (3) life-cycle analysis, (4) economic analysis, (5) construction analysis, (6) and operation and maintenance (and monitoring). The workshop identified seven future directions in wetland and reef NNBF research and development: • Synthesize existing literature and analysis of existing projects to better define failure modes. • Determine trigger points that lead to loss of feature function. • Identify performance factors with respect to coastal storm risk management (CSRM) performance as well as ecological performance. • Focus additional research into cobenefits of NNBF. • Quantify the economic life-cycle costs of a project. • Improve technology transfer with regards to NNBF research and topics.
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Condron, J. D. Engineer/Constructor Management Plan B-Plant Canyon Ventilation Upgrade Project W-059. Office of Scientific and Technical Information (OSTI), April 1995. http://dx.doi.org/10.2172/69365.

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Shelley, John, Christopher Haring, and Nathan Chrisman. Evaluation of cedar tree revetments for bank stabilization at the Locust Creek Conservation Area, Missouri : quantifying bank erosion volumes from preproject to postfailure. Engineer Research and Development Center (U.S.), December 2022. http://dx.doi.org/10.21079/11681/46144.

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The US Army Corps of Engineers Regional Sediment Management (RSM) program funded research to assess the longevity and effectiveness of cedar tree revetments for sediment reduction. Between 1988 and 1997, the Missouri Department of Conservation (MDC) constructed multiple cedar tree revetments, plantings, and a grade-control structure at an experimental stream management area on Locust Creek within the Locust Creek Conservation Area (LCCA). For the first few years, MDC also replaced missing trees as needed. MDC monitored these sites with photographs and cross sections until 2004. This study evaluated bank stability on Locust Creek from 1970 to 2019 using aerial imagery, lidar, ground surveys, and a December 2019 site visit to estimate the areal change in streambanks and the volume of sediment eroded over the years. Based on their dates of construction, the project compared preproject, with-project, and postfailure conditions at each site. The project included cedar tree revetments, other hardwood revetments, plantings, and a grade-control structure. This research found a 50% to 64% reduction in erosion for approximately 14 years. As of December 2019, all tree revetments had failed, and banks were bare and steep. The grade-control structure remained intact and continued to stabilize bed and banks immediately upstream.
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Howell, G. An analysis of the situation and current trends in the management of construction projects at Los Alamos National Laboratory. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/441730.

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