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    Critique of TBM Lining Design Defects: Origin, Characterization, Measurement, and the Role of the Installation Phase

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 006
    Author:
    Iasiello Cosimo;Pérez Caldentey Alejandro;Guerra Torralbo Juan Carlos;Martin-Tereso Luis;Rodriguez Molina Rafael
    DOI: 10.1061/(ASCE)CF.1943-5509.0001223
    Publisher: American Society of Civil Engineers
    Abstract: This paper is motivated by the experience of measurement and characterization of tunnel lining defects occurring in a real case involving four tunnels excavated by tunnel boring machines (TBMs). This experience has shown that often the causes of these defects were not well understood and not well covered by current design practices. The paper focuses on five defect types: uncontrolled cracking of the lining, ovalization, joint openings, misalignments, and edge ruptures. It is found that deficient gap filling is the cause of excessive cracking, ovalization and joint openings, whereas misalignments and edge ruptures are caused by deficient placing of the segments. Edge ruptures could also be related to lack of confinement of the stresses at the joint section in the longitudinal direction. The possibility of deficient gap filling is not contemplated in design practices, and perhaps it should be considered, in terms of having enough minimum reinforcement to control cracking when no significant axial force is present. Ovalization is interpreted as being caused by service loads, whereas in fact this paper shows that it is also due to deficient gap filling and its structural consequences are, therefore, not significant. The experience recounted in this paper is a good instance of the importance of understanding the underlying causes of the observed phenomena to properly treat them.
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      Critique of TBM Lining Design Defects: Origin, Characterization, Measurement, and the Role of the Installation Phase

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    contributor authorIasiello Cosimo;Pérez Caldentey Alejandro;Guerra Torralbo Juan Carlos;Martin-Tereso Luis;Rodriguez Molina Rafael
    date accessioned2019-02-26T07:53:04Z
    date available2019-02-26T07:53:04Z
    date issued2018
    identifier other%28ASCE%29CF.1943-5509.0001223.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250051
    description abstractThis paper is motivated by the experience of measurement and characterization of tunnel lining defects occurring in a real case involving four tunnels excavated by tunnel boring machines (TBMs). This experience has shown that often the causes of these defects were not well understood and not well covered by current design practices. The paper focuses on five defect types: uncontrolled cracking of the lining, ovalization, joint openings, misalignments, and edge ruptures. It is found that deficient gap filling is the cause of excessive cracking, ovalization and joint openings, whereas misalignments and edge ruptures are caused by deficient placing of the segments. Edge ruptures could also be related to lack of confinement of the stresses at the joint section in the longitudinal direction. The possibility of deficient gap filling is not contemplated in design practices, and perhaps it should be considered, in terms of having enough minimum reinforcement to control cracking when no significant axial force is present. Ovalization is interpreted as being caused by service loads, whereas in fact this paper shows that it is also due to deficient gap filling and its structural consequences are, therefore, not significant. The experience recounted in this paper is a good instance of the importance of understanding the underlying causes of the observed phenomena to properly treat them.
    publisherAmerican Society of Civil Engineers
    titleCritique of TBM Lining Design Defects: Origin, Characterization, Measurement, and the Role of the Installation Phase
    typeJournal Paper
    journal volume32
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001223
    page4018084
    treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 006
    contenttypeFulltext
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