Technical Papers
Sep 27, 2018

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

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 6

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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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 6December 2018

History

Received: Dec 12, 2017
Accepted: May 9, 2018
Published online: Sep 27, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 27, 2019

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Authors

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Cosimo Iasiello, Ph.D. [email protected]
Dept. of Continuum Mechanics and Structures, Polytechnic Univ. of Madrid, Aranguren 3, 28040 Madrid, Spain (corresponding author). Email: [email protected]
Alejandro Pérez Caldentey, Ph.D. [email protected]
P.E.
Professor, Dept. of Continuum Mechanics and Structures, FHECOR Consulting Engineers, C/Barquillo 23, 28004 Madrid, Spain. Email: [email protected]
Juan Carlos Guerra Torralbo [email protected]
Civil Engineer and Professor, Dept. of Civil Engineering and Architecture, European Univ. of Madrid, Calle Tajo, s/n, Villaviciosa de Odón, 28670 Madrid, Spain. Email: [email protected]
Luis Martin-Tereso [email protected]
Dept. of Continuum Mechanics and Structures, Polytechnic Univ. of Madrid, Aranguren 3, 28040 Madrid, Spain. Email: [email protected]
Rafael Rodriguez Molina [email protected]
Dept. of Continuum Mechanics and Structures, Polytechnic Univ. of Madrid, Aranguren 3, 28040 Madrid, Spain. Email: [email protected]

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