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    Soil Penetration Modeling in Microtunneling Projects

    Source: Journal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 006
    Author:
    Mohamed Hegab
    ,
    Gary R. Smith
    ,
    Ossama M. Salem
    DOI: 10.1061/(ASCE)0733-9364(2006)132:6(598)
    Publisher: American Society of Civil Engineers
    Abstract: As the need for utility service line replacement or repairs with minimum disruption to the surface have increased, so has the demand for trenchless excavation methods, in particular, microtunneling. Microtunneling is a trenchless technique that is used to install new pipelines. Microtunneling can be applied in gravity and pressure lines, permanent ducts for cables, and crossings under rails or roads. When bidding a microtunneling project, the main concern of microtunneling contractors is predicting the underground behavior of the machine. In other words, the productivity of microtunneling is the key to profit in microtunneling projects. Contractors generally predict approximate productivity based on experience, which risks cost estimation accuracy for microtunneling projects. Contractors lack a productivity model that helps them to predict driving time. This paper is a part of a series of papers covering the productivity of microtunneling projects. This paper focuses on predicting the penetration time of the microtunneling machine.
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      Soil Penetration Modeling in Microtunneling Projects

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25809
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    contributor authorMohamed Hegab
    contributor authorGary R. Smith
    contributor authorOssama M. Salem
    date accessioned2017-05-08T20:44:58Z
    date available2017-05-08T20:44:58Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%290733-9364%282006%29132%3A6%28598%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25809
    description abstractAs the need for utility service line replacement or repairs with minimum disruption to the surface have increased, so has the demand for trenchless excavation methods, in particular, microtunneling. Microtunneling is a trenchless technique that is used to install new pipelines. Microtunneling can be applied in gravity and pressure lines, permanent ducts for cables, and crossings under rails or roads. When bidding a microtunneling project, the main concern of microtunneling contractors is predicting the underground behavior of the machine. In other words, the productivity of microtunneling is the key to profit in microtunneling projects. Contractors generally predict approximate productivity based on experience, which risks cost estimation accuracy for microtunneling projects. Contractors lack a productivity model that helps them to predict driving time. This paper is a part of a series of papers covering the productivity of microtunneling projects. This paper focuses on predicting the penetration time of the microtunneling machine.
    publisherAmerican Society of Civil Engineers
    titleSoil Penetration Modeling in Microtunneling Projects
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(2006)132:6(598)
    treeJournal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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