Effects of SSI and lining corrosion on the seismic vulnerability of shallow circular tunnels

The paper presents a numerical approach for the construction of seismic fragility curves for shallow metro tunnels considering the soil-structure-interaction (SSI) and the aging effects due to corrosion of the lining reinforcement. The tunnel response under ground shaking is evaluated through 2D non...

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Published in	Soil dynamics and earthquake engineering (1984) Vol. 98; pp. 244 - 256
Main Authors	Argyroudis, Sotirios, Tsinidis, Grigorios, Gatti, Filippo, Pitilakis, Kyriazis
Format	Journal Article
Language	English
Published	Barking Elsevier Ltd 01.07.2017 Elsevier BV Elsevier
Subjects	Computer simulation Corrosion Corrosion effects Earthquake construction Earthquake damage Empirical analysis Engineering Sciences Fragility Fragility curves Ground motion Lining corrosion Mechanical properties Nonlinear analysis Numerical analysis Plastics Property damage Risk assessment Seismic hazard Seismic risk analysis Seismic surveys Shaking Soil conditions Soil mechanics Soil properties Soil structure interaction Soils Studies Subway tunnels Transportation systems Tunnels Two dimensional analysis Seismic risk analysis Lining corrosion Fragility curves Soil structure interaction
Online Access	Get full text
ISSN	0267-7261 1879-341X
DOI	10.1016/j.soildyn.2017.04.016

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Abstract	The paper presents a numerical approach for the construction of seismic fragility curves for shallow metro tunnels considering the soil-structure-interaction (SSI) and the aging effects due to corrosion of the lining reinforcement. The tunnel response under ground shaking is evaluated through 2D non-linear dynamic analyses, for increasing levels of seismic intensity. An elasto-plastic model is used to simulate the soil non-linear behavior under ground shaking, while the effects of lining mechanical properties, soil conditions and ground motion characteristics are also accounted for. The effect of corrosion on the lining behavior is encountered through proper modification of the lining strength properties. Damage state thresholds are defined based on the exceedance of the lining capacity. The fragility curves are estimated in terms of peak ground acceleration at the ground free field conditions for different time periods considering the associated uncertainties. The proposed approach is applied for the fragility assessment of selected soil-tunnel configurations. The derived fragility functions are compared with existing empirical and analytical fragility models, highlighting the important role of soil conditions and corrosion effects in the vulnerability of tunnel structures. The proposed fragility models contribute towards an advanced vulnerability and risk assessment of transportation systems and infrastructures. •Fragility curves for shallow tunnels are developed through 2D non-linear dynamic analyses.•Soil-structure-interaction and aging effects due to corrosion of the reinforcement of the tunnel lining are examined.•Different soil conditions, lining properties and seismic input motions are applied.•The numerical derived results of tunnel response are compared with analytical solutions.•The proposed fragility curves are compared with previous studies.
AbstractList	The paper presents a numerical approach for the construction of seismic fragility curves for shallow metro tunnels considering the soil-structure-interaction (SSI) and the aging effects due to corrosion of the lining reinforcement. The tunnel response under ground shaking is evaluated through 2D non-linear dynamic analyses, for increasing levels of seismic intensity. An elasto-plastic model is used to simulate the soil non-linear behavior under ground shaking, while the effects of lining mechanical properties, soil conditions and ground motion characteristics are also accounted for. The effect of corrosion on the lining behavior is encountered through proper modification of the lining strength properties. Damage state thresholds are defined based on the exceedance of the lining capacity. The fragility curves are estimated in terms of peak ground acceleration at the ground free field conditions for different time periods considering the associated uncertainties. The proposed approach is applied for the fragility assessment of selected soil-tunnel configurations. The derived fragility functions are compared with existing empirical and analytical fragility models, highlighting the important role of soil conditions and corrosion effects in the vulnerability of tunnel structures. The proposed fragility models contribute towards an advanced vulnerability and risk assessment of transportation systems and infrastructures. The paper presents a numerical approach for the construction of seismic fragility curves for shallow metro tunnels considering the soil-structure-interaction (SSI) and the aging effects due to corrosion of the lining reinforcement. The tunnel response under ground shaking is evaluated through 2D non-linear dynamic analyses, for increasing levels of seismic intensity. An elasto-plastic model is used to simulate the soil non-linear behavior under ground shaking, while the effects of lining mechanical properties, soil conditions and ground motion characteristics are also accounted for. The effect of corrosion on the lining behavior is encountered through proper modification of the lining strength properties. Damage state thresholds are defined based on the exceedance of the lining capacity. The fragility curves are estimated in terms of peak ground acceleration at the ground free field conditions for different time periods considering the associated uncertainties. The proposed approach is applied for the fragility assessment of selected soil-tunnel configurations. The derived fragility functions are compared with existing empirical and analytical fragility models, highlighting the important role of soil conditions and corrosion effects in the vulnerability of tunnel structures. The proposed fragility models contribute towards an advanced vulnerability and risk assessment of transportation systems and infrastructures. •Fragility curves for shallow tunnels are developed through 2D non-linear dynamic analyses.•Soil-structure-interaction and aging effects due to corrosion of the reinforcement of the tunnel lining are examined.•Different soil conditions, lining properties and seismic input motions are applied.•The numerical derived results of tunnel response are compared with analytical solutions.•The proposed fragility curves are compared with previous studies.
Author	Argyroudis, Sotirios Gatti, Filippo Tsinidis, Grigorios Pitilakis, Kyriazis
Author_xml	– sequence: 1 givenname: Sotirios surname: Argyroudis fullname: Argyroudis, Sotirios email: sarg@civil.auth.gr organization: Department of Civil Engineering, Aristotle University, Thessaloniki, Greece – sequence: 2 givenname: Grigorios surname: Tsinidis fullname: Tsinidis, Grigorios organization: Department of Civil Engineering, Aristotle University, Thessaloniki, Greece – sequence: 3 givenname: Filippo surname: Gatti fullname: Gatti, Filippo organization: CentraleSupélec, Université Paris Saclay, France and Politecnico di Milano, Italy – sequence: 4 givenname: Kyriazis surname: Pitilakis fullname: Pitilakis, Kyriazis organization: Department of Civil Engineering, Aristotle University, Thessaloniki, Greece
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Keywords	Seismic risk analysis Lining corrosion Fragility curves Soil structure interaction
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Snippet	The paper presents a numerical approach for the construction of seismic fragility curves for shallow metro tunnels considering the soil-structure-interaction...
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SubjectTerms	Computer simulation Corrosion Corrosion effects Earthquake construction Earthquake damage Empirical analysis Engineering Sciences Fragility Fragility curves Ground motion Lining corrosion Mechanical properties Nonlinear analysis Numerical analysis Plastics Property damage Risk assessment Seismic hazard Seismic risk analysis Seismic surveys Shaking Soil conditions Soil mechanics Soil properties Soil structure interaction Soils Studies Subway tunnels Transportation systems Tunnels Two dimensional analysis
Title	Effects of SSI and lining corrosion on the seismic vulnerability of shallow circular tunnels
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