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    Modeling Uncertainty in Operations with Nonstationary Cycle Times

    Source: Journal of Construction Engineering and Management:;1991:;Volume ( 117 ):;issue: 004
    Author:
    Ali Touran
    DOI: 10.1061/(ASCE)0733-9364(1991)117:4(728)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an approach for probabilistic analysis of construction operations in which nonstationary cycle times have a major impact on production. A nonstationary cycle time is defined as a cycle time that varies with the passage of time and project progress. Examples of projects in which non‐stationary cycle times affect production include linear operations such as highway construction and tunneling operations. As the project progresses the haul time of the earth‐moving equipment increases. Although the proposed approach is sufficiently general to be used with various types of construction operations, the specific model presented was developed for tunneling operations. The model predicts the muck‐handling requirements of the tunneling operation at the desired level of confidence. Application of the model is shown through a numerical example, and the results are compared with the results of a conventional deterministic analysis.
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      Modeling Uncertainty in Operations with Nonstationary Cycle Times

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56286
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    contributor authorAli Touran
    date accessioned2017-05-08T21:33:52Z
    date available2017-05-08T21:33:52Z
    date copyrightDecember 1991
    date issued1991
    identifier other%28asce%290733-9364%281991%29117%3A4%28728%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56286
    description abstractThis paper describes an approach for probabilistic analysis of construction operations in which nonstationary cycle times have a major impact on production. A nonstationary cycle time is defined as a cycle time that varies with the passage of time and project progress. Examples of projects in which non‐stationary cycle times affect production include linear operations such as highway construction and tunneling operations. As the project progresses the haul time of the earth‐moving equipment increases. Although the proposed approach is sufficiently general to be used with various types of construction operations, the specific model presented was developed for tunneling operations. The model predicts the muck‐handling requirements of the tunneling operation at the desired level of confidence. Application of the model is shown through a numerical example, and the results are compared with the results of a conventional deterministic analysis.
    publisherAmerican Society of Civil Engineers
    titleModeling Uncertainty in Operations with Nonstationary Cycle Times
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1991)117:4(728)
    treeJournal of Construction Engineering and Management:;1991:;Volume ( 117 ):;issue: 004
    contenttypeFulltext
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