Articles | Volume 16, issue 12
https://doi.org/10.5194/nhess-16-2455-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-16-2455-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
29 Nov 2016
Research article |
| 29 Nov 2016
Development of fragility curves for railway embankment and ballast scour due to overtopping flood flow
Ryota Tsubaki
CORRESPONDING AUTHOR
Department of Civil Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya 464-8603, Aichi, Japan
Jeremy David Bricker
Delft University of Technology, Civil Engineering and Geosciences, P.O. Box 5048, 2600 GA Delft, the Netherlands
Koji Ichii
Department of Civil and Environmental Engineering, Hiroshima University, Kagamiyama 1-4-1, Higashi-hiroshima 739-8527, Hiroshima, Japan
Yoshihisa Kawahara
Department of Civil and Environmental Engineering, Hiroshima University, Kagamiyama 1-4-1, Higashi-hiroshima 739-8527, Hiroshima, Japan
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Cited
29 citations as recorded by crossref.
- Risk Assessment of Terrestrial Transportation Infrastructures Exposed to Extreme Events U. Eidsvig et al. 10.3390/infrastructures6110163
- Development of an Optimization-Based Budget Allocation Model for Seismic Strengthening Based on Seismic Risk Assessment S. Kim et al. 10.3390/buildings14082479
- Effect of support conditions on the performance of B70 sleeper overlying reinforced ballast and sub-ballast layer: Experimental and analytical investigation A. Arslan et al. 10.1016/j.trgeo.2022.100847
- Assessment of fragility curves of highway embankments due to underlying faults rupture propagation E. Petala et al. 10.1016/j.soildyn.2024.108818
- Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data W. Zhu et al. 10.1007/s11069-022-05605-3
- Railway embankment failure due to ballast layer breach caused by inundation flows R. Tsubaki et al. 10.1007/s11069-017-2789-3
- Development of fragility curves for road bridges exposed to volcanic lahars J. Dagá et al. 10.5194/nhess-18-2111-2018
- Unsupervised anomaly detection for earthquake detection on Korea high-speed trains using autoencoder-based deep learning models J. Seo et al. 10.1038/s41598-024-51354-7
- Investigation of Barrier Island Highway and Marsh Vulnerability to Bay-Side Flooding and Erosion T. Tomiczek et al. 10.3390/jmse10060734
- Participatory flood vulnerability assessment: a multi-criteria approach M. de Brito et al. 10.5194/hess-22-373-2018
- Fragility curves for road embankments exposed to adjacent debris flow N. Nieto et al. 10.1177/03091333221111444
- Uncertainty in flood risk assessment of linear structures: Why correlation matters E. Storrøsten et al. 10.1016/j.jhydrol.2023.130442
- Estimating the functional impacts associated with rainfall-induced hazards for Chinese railway system: fragility, risk and its uncertainty W. Zhu et al. 10.1007/s11069-024-06578-1
- Development of fragility curves for road embankments exposed to perpendicular debris flows N. Nieto et al. 10.1080/19475705.2021.1935330
- Modelling Experimental Measurements of Fluid Flow through Railway Ballast R. Alrdadi & M. Meylan 10.3390/fluids7030118
- Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience S. Argyroudis et al. 10.1016/j.ress.2019.106567
- Reliability Assessment of Road Network to Precipitation Based on Historical Recorded Disruptions N. Qiao et al. 10.1061/NHREFO.NHENG-1733
- A review of floodwater impacts on the stability of transportation embankments I. Johnston et al. 10.1016/j.earscirev.2021.103553
- River flood risk assessment for the Chinese road network Y. Zhou et al. 10.1016/j.trd.2023.103818
- Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour G. McKenna et al. 10.1016/j.trgeo.2020.100431
- Development of damage curves for buildings near La Rochelle during storm Xynthia based on insurance claims and hydrodynamic simulations M. Diaz Loaiza et al. 10.5194/nhess-22-345-2022
- Transfer Functions of Bridge and Train: Case Study of the Yunjung Bridge in Honam High-Speed Railway System M. Yoo et al. 10.1007/s12205-022-1375-8
- Seismic assessment of a multi-span steel railway bridge in Turkey based on nonlinear time history M. Yılmaz & B. Çağlayan 10.5194/nhess-18-231-2018
- A methodological framework for flood hazard assessment for land transport infrastructures C. Samela et al. 10.1016/j.ijdrr.2022.103491
- A River Flood and Earthquake Risk Assessment of Railway Assets along the Belt and Road Q. Wang et al. 10.1007/s13753-021-00358-2
- Damage Curves Derived from Hurricane Ike in the West of Galveston Bay Based on Insurance Claims and Hydrodynamic Simulations C. Xu et al. 10.1007/s13753-023-00524-8
- Coupled Brinkman and Kozeny–Carman model for railway ballast washout using the finite element method B. Kalyanaraman et al. 10.1080/03036758.2020.1789678
- Modelling water flow through railway ballast with random permeability and a free boundary R. Alrdadi & M. Meylan 10.1016/j.apm.2021.10.018
- Assessment of the co-benefits of structures in coastal areas for tsunami mitigation and improving community resilience in Sri Lanka R. Samarasekara et al. 10.1016/j.ijdrr.2017.04.011
28 citations as recorded by crossref.
- Risk Assessment of Terrestrial Transportation Infrastructures Exposed to Extreme Events U. Eidsvig et al. 10.3390/infrastructures6110163
- Development of an Optimization-Based Budget Allocation Model for Seismic Strengthening Based on Seismic Risk Assessment S. Kim et al. 10.3390/buildings14082479
- Effect of support conditions on the performance of B70 sleeper overlying reinforced ballast and sub-ballast layer: Experimental and analytical investigation A. Arslan et al. 10.1016/j.trgeo.2022.100847
- Assessment of fragility curves of highway embankments due to underlying faults rupture propagation E. Petala et al. 10.1016/j.soildyn.2024.108818
- Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data W. Zhu et al. 10.1007/s11069-022-05605-3
- Railway embankment failure due to ballast layer breach caused by inundation flows R. Tsubaki et al. 10.1007/s11069-017-2789-3
- Development of fragility curves for road bridges exposed to volcanic lahars J. Dagá et al. 10.5194/nhess-18-2111-2018
- Unsupervised anomaly detection for earthquake detection on Korea high-speed trains using autoencoder-based deep learning models J. Seo et al. 10.1038/s41598-024-51354-7
- Investigation of Barrier Island Highway and Marsh Vulnerability to Bay-Side Flooding and Erosion T. Tomiczek et al. 10.3390/jmse10060734
- Participatory flood vulnerability assessment: a multi-criteria approach M. de Brito et al. 10.5194/hess-22-373-2018
- Fragility curves for road embankments exposed to adjacent debris flow N. Nieto et al. 10.1177/03091333221111444
- Uncertainty in flood risk assessment of linear structures: Why correlation matters E. Storrøsten et al. 10.1016/j.jhydrol.2023.130442
- Estimating the functional impacts associated with rainfall-induced hazards for Chinese railway system: fragility, risk and its uncertainty W. Zhu et al. 10.1007/s11069-024-06578-1
- Development of fragility curves for road embankments exposed to perpendicular debris flows N. Nieto et al. 10.1080/19475705.2021.1935330
- Modelling Experimental Measurements of Fluid Flow through Railway Ballast R. Alrdadi & M. Meylan 10.3390/fluids7030118
- Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience S. Argyroudis et al. 10.1016/j.ress.2019.106567
- Reliability Assessment of Road Network to Precipitation Based on Historical Recorded Disruptions N. Qiao et al. 10.1061/NHREFO.NHENG-1733
- A review of floodwater impacts on the stability of transportation embankments I. Johnston et al. 10.1016/j.earscirev.2021.103553
- River flood risk assessment for the Chinese road network Y. Zhou et al. 10.1016/j.trd.2023.103818
- Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour G. McKenna et al. 10.1016/j.trgeo.2020.100431
- Development of damage curves for buildings near La Rochelle during storm Xynthia based on insurance claims and hydrodynamic simulations M. Diaz Loaiza et al. 10.5194/nhess-22-345-2022
- Transfer Functions of Bridge and Train: Case Study of the Yunjung Bridge in Honam High-Speed Railway System M. Yoo et al. 10.1007/s12205-022-1375-8
- Seismic assessment of a multi-span steel railway bridge in Turkey based on nonlinear time history M. Yılmaz & B. Çağlayan 10.5194/nhess-18-231-2018
- A methodological framework for flood hazard assessment for land transport infrastructures C. Samela et al. 10.1016/j.ijdrr.2022.103491
- A River Flood and Earthquake Risk Assessment of Railway Assets along the Belt and Road Q. Wang et al. 10.1007/s13753-021-00358-2
- Damage Curves Derived from Hurricane Ike in the West of Galveston Bay Based on Insurance Claims and Hydrodynamic Simulations C. Xu et al. 10.1007/s13753-023-00524-8
- Coupled Brinkman and Kozeny–Carman model for railway ballast washout using the finite element method B. Kalyanaraman et al. 10.1080/03036758.2020.1789678
- Modelling water flow through railway ballast with random permeability and a free boundary R. Alrdadi & M. Meylan 10.1016/j.apm.2021.10.018
Latest update: 23 Nov 2024
Short summary
Railways in floodplains and coastal areas are frequently damaged by floods. Railway systems suffering scour damage face interruption of operation for weeks. This substantially limits the socioeconomic activities that rely on the transport service provided by the railway.
This paper proposes new fragility curves for railway embankment and ballast scour. This contributes to expand our ability to estimate risk of flood hazard on our society more holistic than ever.
Railways in floodplains and coastal areas are frequently damaged by floods. Railway systems...
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