Research on the influence of segment reinforcement corrosion on the mechanical behaviors of shield tunnel lining structures

Sijin Liu, Chuan He, Kun Feng, Zheli An, Zhengshu He

研究成果: Article

2 引用 (Scopus)

抄録

Under the long-term action of a water-soil load and ion-erosive environment, the mechanical behavior of a shield tunnel structure will be degenerated gradually. Based on the degeneration mechanism, a test regarding the corrosion of segment members under loading was carried out and the evolution law about the mechanical behaviors of segments under the combined action of a high water-soil load and erosive environment was analyzed. A decline model for the bending stiffness of the deteriorated segment was established. The structural mechanical behavior of the deteriorated segments of the Nanjing Weisan Road river-crossing tunnel was analyzed, with the results showing that: 1) a high water-soil load creates favorable conditions for the rapid deterioration of the lining structure under an erosive environment; 2) in the process of deterioration of the segment, the occurrence and development of tensile cracks is accompanied by that of corrosion cracks, which presents the characteristics of non-uniform corrosion along the reinforcement; 3) under a constant water-soil load, segment deformation develops in a non-linear way with an increase of the reinforcement corrosion rate, while the bending stiffness of the segment declines significantly with an increase of the corrosion rate; and 4) the structural mechanical behavior is represented by the evolution law of a structural stiffness decline, a deformation increase, a bending moment decrease and a basically unchanging axial force under the four structural deterioration conditions of 0%, 10%, 20% and 30%, respectively. The study results provide guidance and reference for precisely evaluating the long-term safety of a shield tunnel lining structure under the combined action of a water-soil load and erosive environment during the design reference period.

元の言語English
ページ(範囲)86-94
ページ数9
ジャーナルModern Tunnelling Technology
52
発行部数4
DOI
出版物ステータスPublished - 2015 1 1
外部発表Yes

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Tunnel linings
Reinforcement
Corrosion
Soils
Deterioration
Stiffness
Water
Corrosion rate
Tunnels
Cracks
Bending moments
Linings
Rivers
Ions

ASJC Scopus subject areas

  • Civil and Structural Engineering

これを引用

Research on the influence of segment reinforcement corrosion on the mechanical behaviors of shield tunnel lining structures. / Liu, Sijin; He, Chuan; Feng, Kun; An, Zheli; He, Zhengshu.

:: Modern Tunnelling Technology, 巻 52, 番号 4, 01.01.2015, p. 86-94.

研究成果: Article

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abstract = "Under the long-term action of a water-soil load and ion-erosive environment, the mechanical behavior of a shield tunnel structure will be degenerated gradually. Based on the degeneration mechanism, a test regarding the corrosion of segment members under loading was carried out and the evolution law about the mechanical behaviors of segments under the combined action of a high water-soil load and erosive environment was analyzed. A decline model for the bending stiffness of the deteriorated segment was established. The structural mechanical behavior of the deteriorated segments of the Nanjing Weisan Road river-crossing tunnel was analyzed, with the results showing that: 1) a high water-soil load creates favorable conditions for the rapid deterioration of the lining structure under an erosive environment; 2) in the process of deterioration of the segment, the occurrence and development of tensile cracks is accompanied by that of corrosion cracks, which presents the characteristics of non-uniform corrosion along the reinforcement; 3) under a constant water-soil load, segment deformation develops in a non-linear way with an increase of the reinforcement corrosion rate, while the bending stiffness of the segment declines significantly with an increase of the corrosion rate; and 4) the structural mechanical behavior is represented by the evolution law of a structural stiffness decline, a deformation increase, a bending moment decrease and a basically unchanging axial force under the four structural deterioration conditions of 0{\%}, 10{\%}, 20{\%} and 30{\%}, respectively. The study results provide guidance and reference for precisely evaluating the long-term safety of a shield tunnel lining structure under the combined action of a water-soil load and erosive environment during the design reference period.",
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AB - Under the long-term action of a water-soil load and ion-erosive environment, the mechanical behavior of a shield tunnel structure will be degenerated gradually. Based on the degeneration mechanism, a test regarding the corrosion of segment members under loading was carried out and the evolution law about the mechanical behaviors of segments under the combined action of a high water-soil load and erosive environment was analyzed. A decline model for the bending stiffness of the deteriorated segment was established. The structural mechanical behavior of the deteriorated segments of the Nanjing Weisan Road river-crossing tunnel was analyzed, with the results showing that: 1) a high water-soil load creates favorable conditions for the rapid deterioration of the lining structure under an erosive environment; 2) in the process of deterioration of the segment, the occurrence and development of tensile cracks is accompanied by that of corrosion cracks, which presents the characteristics of non-uniform corrosion along the reinforcement; 3) under a constant water-soil load, segment deformation develops in a non-linear way with an increase of the reinforcement corrosion rate, while the bending stiffness of the segment declines significantly with an increase of the corrosion rate; and 4) the structural mechanical behavior is represented by the evolution law of a structural stiffness decline, a deformation increase, a bending moment decrease and a basically unchanging axial force under the four structural deterioration conditions of 0%, 10%, 20% and 30%, respectively. The study results provide guidance and reference for precisely evaluating the long-term safety of a shield tunnel lining structure under the combined action of a water-soil load and erosive environment during the design reference period.

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