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    Pull-Driven Scheduling for Pipe-Spool Installation: Simulation of Lean Construction Technique

    Source: Journal of Construction Engineering and Management:;1998:;Volume ( 124 ):;issue: 004
    Author:
    Iris D. Tommelein
    DOI: 10.1061/(ASCE)0733-9364(1998)124:4(279)
    Publisher: American Society of Civil Engineers
    Abstract: Many construction processes include installation of unique materials in specific locations in the facility being built; materials and locations must match before installation can take place. Mismatches due to delay and uncertainty in supplying materials or completing prerequisite work at those locations hamper field productivity. This is illustrated here using a model of a materials-management process with a matching problem that typifies fast-track process-plant projects. The uniqueness of materials and locations combined with the unpredictability in duration and variation in execution quality of various steps in the supply chain allow for different ways to sequence material delivery and work area completion. Several alternatives are described. Their impact on process execution is illustrated by means of probabilistic process models. One model reflects a total lack of coordination between delivery and work area completion prior to the start of construction; a second one describes perfect coordination. The corresponding materials staging buffers and construction progress are plotted based on output from discrete-event simulation models. A third probabilistic model then illustrates the use of the lean construction technique known as pull-driven scheduling. Real-time feedback regarding the status of progress on site is provided to the fabricator off site so process steps can be resequenced opportunistically. This yields smaller buffers, earlier project completion, and, when properly accounted for, increased productivity.
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      Pull-Driven Scheduling for Pipe-Spool Installation: Simulation of Lean Construction Technique

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    contributor authorIris D. Tommelein
    date accessioned2017-05-08T22:39:06Z
    date available2017-05-08T22:39:06Z
    date copyrightJuly 1998
    date issued1998
    identifier other%28asce%290733-9364%281998%29124%3A4%28279%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85112
    description abstractMany construction processes include installation of unique materials in specific locations in the facility being built; materials and locations must match before installation can take place. Mismatches due to delay and uncertainty in supplying materials or completing prerequisite work at those locations hamper field productivity. This is illustrated here using a model of a materials-management process with a matching problem that typifies fast-track process-plant projects. The uniqueness of materials and locations combined with the unpredictability in duration and variation in execution quality of various steps in the supply chain allow for different ways to sequence material delivery and work area completion. Several alternatives are described. Their impact on process execution is illustrated by means of probabilistic process models. One model reflects a total lack of coordination between delivery and work area completion prior to the start of construction; a second one describes perfect coordination. The corresponding materials staging buffers and construction progress are plotted based on output from discrete-event simulation models. A third probabilistic model then illustrates the use of the lean construction technique known as pull-driven scheduling. Real-time feedback regarding the status of progress on site is provided to the fabricator off site so process steps can be resequenced opportunistically. This yields smaller buffers, earlier project completion, and, when properly accounted for, increased productivity.
    publisherAmerican Society of Civil Engineers
    titlePull-Driven Scheduling for Pipe-Spool Installation: Simulation of Lean Construction Technique
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1998)124:4(279)
    treeJournal of Construction Engineering and Management:;1998:;Volume ( 124 ):;issue: 004
    contenttypeFulltext
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