International Journal of Engineering Management

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Modelling of Project Buffer in Critical Chain Scheduling

Received: Dec. 05, 2018    Accepted: Dec. 25, 2018    Published: Jan. 18, 2019
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Abstract

The aim of this research is to increase the accuracy in planning of the project duration by developing a mathematical model for project buffer to create a critical chain that will end with project duration near to the actual one required for building construction projects in Bahrain. Gathered actual data and questionnaire survey data were used to evaluate the previous models for project buffers as well as new developed ones; one was selected as the best model to be used for two story villas in Bahrain. The selected one was developed further to obtain a new model that will be more effective, and realistic to enhance the planning stage of such projects in Bahrain. The results showed that a merged model of critical chain density and resource density is the best model that has produced final project duration with a variance of 23.065 days from the actual project duration of 89.94 days obtained from the documented data of two story villas. A model was developed based on the above by creating a relationship between actual and planned durations of the selected best model, this model was then validated. Although the focus of this research is on projects of two story villas in Bahrain, having defined the specifications of these projects, the developed model can be used for projects with similar specifications.

DOI 10.11648/j.ijem.20180204.14
Published in International Journal of Engineering Management ( Volume 2, Issue 4, December 2018 )
Page(s) 104-112
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Project Management, Critical Chain, Project Buffer, Planned Project Duration

References
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  • APA Style

    Fatima Yousif Khalifa Abdulla Ali Alasbool, Saad Mohammed Ahmed Suliman. (2019). Modelling of Project Buffer in Critical Chain Scheduling. International Journal of Engineering Management, 2(4), 104-112. https://doi.org/10.11648/j.ijem.20180204.14

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    ACS Style

    Fatima Yousif Khalifa Abdulla Ali Alasbool; Saad Mohammed Ahmed Suliman. Modelling of Project Buffer in Critical Chain Scheduling. Int. J. Eng. Manag. 2019, 2(4), 104-112. doi: 10.11648/j.ijem.20180204.14

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    AMA Style

    Fatima Yousif Khalifa Abdulla Ali Alasbool, Saad Mohammed Ahmed Suliman. Modelling of Project Buffer in Critical Chain Scheduling. Int J Eng Manag. 2019;2(4):104-112. doi: 10.11648/j.ijem.20180204.14

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  • @article{10.11648/j.ijem.20180204.14,
      author = {Fatima Yousif Khalifa Abdulla Ali Alasbool and Saad Mohammed Ahmed Suliman},
      title = {Modelling of Project Buffer in Critical Chain Scheduling},
      journal = {International Journal of Engineering Management},
      volume = {2},
      number = {4},
      pages = {104-112},
      doi = {10.11648/j.ijem.20180204.14},
      url = {https://doi.org/10.11648/j.ijem.20180204.14},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ijem.20180204.14},
      abstract = {The aim of this research is to increase the accuracy in planning of the project duration by developing a mathematical model for project buffer to create a critical chain that will end with project duration near to the actual one required for building construction projects in Bahrain. Gathered actual data and questionnaire survey data were used to evaluate the previous models for project buffers as well as new developed ones; one was selected as the best model to be used for two story villas in Bahrain. The selected one was developed further to obtain a new model that will be more effective, and realistic to enhance the planning stage of such projects in Bahrain. The results showed that a merged model of critical chain density and resource density is the best model that has produced final project duration with a variance of 23.065 days from the actual project duration of 89.94 days obtained from the documented data of two story villas. A model was developed based on the above by creating a relationship between actual and planned durations of the selected best model, this model was then validated. Although the focus of this research is on projects of two story villas in Bahrain, having defined the specifications of these projects, the developed model can be used for projects with similar specifications.},
     year = {2019}
    }
    

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  • TY  - JOUR
    T1  - Modelling of Project Buffer in Critical Chain Scheduling
    AU  - Fatima Yousif Khalifa Abdulla Ali Alasbool
    AU  - Saad Mohammed Ahmed Suliman
    Y1  - 2019/01/18
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    DO  - 10.11648/j.ijem.20180204.14
    T2  - International Journal of Engineering Management
    JF  - International Journal of Engineering Management
    JO  - International Journal of Engineering Management
    SP  - 104
    EP  - 112
    PB  - Science Publishing Group
    SN  - 2640-1568
    UR  - https://doi.org/10.11648/j.ijem.20180204.14
    AB  - The aim of this research is to increase the accuracy in planning of the project duration by developing a mathematical model for project buffer to create a critical chain that will end with project duration near to the actual one required for building construction projects in Bahrain. Gathered actual data and questionnaire survey data were used to evaluate the previous models for project buffers as well as new developed ones; one was selected as the best model to be used for two story villas in Bahrain. The selected one was developed further to obtain a new model that will be more effective, and realistic to enhance the planning stage of such projects in Bahrain. The results showed that a merged model of critical chain density and resource density is the best model that has produced final project duration with a variance of 23.065 days from the actual project duration of 89.94 days obtained from the documented data of two story villas. A model was developed based on the above by creating a relationship between actual and planned durations of the selected best model, this model was then validated. Although the focus of this research is on projects of two story villas in Bahrain, having defined the specifications of these projects, the developed model can be used for projects with similar specifications.
    VL  - 2
    IS  - 4
    ER  - 

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Author Information
  • Department of Mechanical Engineering, University of Bahrain, Manama, Bahrain

  • Department of Mechanical Engineering, University of Bahrain, Manama, Bahrain

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