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    CPM/LOB: New Methodology to Integrate CPM and Line of Balance

    Source: Journal of Construction Engineering and Management:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Saad A. Suhail
    ,
    Richard H. Neale
    DOI: 10.1061/(ASCE)0733-9364(1994)120:3(667)
    Publisher: American Society of Civil Engineers
    Abstract: The line‐of‐balance technique (LOB) for planning and scheduling repetitive projects such as houses, high‐rise buildings, precast concrete production, etc., has been used since the 1950s. It has provided unique and useful dimensions to users in perceiving when a project goes out of balance in addition to its essence of capitalizing on the economy of repetition. However, it is still not suitable enough for dealing with repetitive projects where the network of the typical unit is complex and has many branching paths. It is unwieldy in large projects, difficult to update or accelerate, and does not immediately give an accurate measure of the time progress of a project. The critical path method (CPM), on the other hand, is developed to an extent that it predominates in the industry. However, its use on repetitive projects is challenged by its inability to react promptly to the incident problem of changing the sequence of work on the typical units and to maintain work continuity for the working squads. This paper presents a new methodology, CPM/LOB, that adequately integrates the merits of CPM and LOB by attacking the novelty of using resource leveling and the float times calculated by CPM in the LOB. The virtue of the method lies in its invulnerability to changes in the sequence of work and to its ability to maintain work continuity for the working squads of the repetitive activities. It is based on the writers' field experience and extensions of previous researchers' work in the field that was prompted by the necessity.
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      CPM/LOB: New Methodology to Integrate CPM and Line of Balance

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    contributor authorSaad A. Suhail
    contributor authorRichard H. Neale
    date accessioned2017-05-08T22:16:14Z
    date available2017-05-08T22:16:14Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-9364%281994%29120%3A3%28667%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75731
    description abstractThe line‐of‐balance technique (LOB) for planning and scheduling repetitive projects such as houses, high‐rise buildings, precast concrete production, etc., has been used since the 1950s. It has provided unique and useful dimensions to users in perceiving when a project goes out of balance in addition to its essence of capitalizing on the economy of repetition. However, it is still not suitable enough for dealing with repetitive projects where the network of the typical unit is complex and has many branching paths. It is unwieldy in large projects, difficult to update or accelerate, and does not immediately give an accurate measure of the time progress of a project. The critical path method (CPM), on the other hand, is developed to an extent that it predominates in the industry. However, its use on repetitive projects is challenged by its inability to react promptly to the incident problem of changing the sequence of work on the typical units and to maintain work continuity for the working squads. This paper presents a new methodology, CPM/LOB, that adequately integrates the merits of CPM and LOB by attacking the novelty of using resource leveling and the float times calculated by CPM in the LOB. The virtue of the method lies in its invulnerability to changes in the sequence of work and to its ability to maintain work continuity for the working squads of the repetitive activities. It is based on the writers' field experience and extensions of previous researchers' work in the field that was prompted by the necessity.
    publisherAmerican Society of Civil Engineers
    titleCPM/LOB: New Methodology to Integrate CPM and Line of Balance
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1994)120:3(667)
    treeJournal of Construction Engineering and Management:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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