Evaluation of pavement resilience to flooding with inverted pavement structure
Conventional pavement structures are vulnerable due to degradation of unbound materials after water inundation. Inverted pavement structure has been proven to be cost-effective and energy efficient, while its resilience has not been investigated. This study is aimed at assessing the resilience of inverted pavements to flooding events using an integrated hydraulic and mechanical modelling approach. Two-dimensional hydraulic models were established to analyse flooding-induced moisture variations in the pavements. Based on the moisture distribution results, three-dimensional mechanical models were developed to calculate critical pavement responses under moving load. The results show that the subgrade with higher groundwater table or larger hydraulic conductivity was more likely to be invaded by water. Compared with conventional pavement, the increases of critical pavement responses in inverted pavement were significantly smaller after long-period flooding, which indicates the potential benefits of inverted pavement in enhancing the resilience to flooding impact.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/14680629
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Supplemental Notes:
- © 2024 Informa UK Limited, trading as Taylor & Francis Group 2024. Abstract reprinted with permission of Taylor & Francis.
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Authors:
- Chen, Xiao
- Wang, Hao
- Publication Date: 2024-12
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 2709-2728
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Serial:
- Road Materials and Pavement Design
- Volume: 25
- Issue Number: 12
- Publisher: Taylor & Francis
- ISSN: 1468-0629
- EISSN: 2164-7402
- Serial URL: http://www.tandfonline.com/loi/trmp20
Subject/Index Terms
- TRT Terms: Asphalt concrete pavements; Floods; Material resilience; Moisture content; Pavement design; Permeability coefficient
- Subject Areas: Design; Highways; Hydraulics and Hydrology; Maintenance and Preservation; Materials; Pavements;
Filing Info
- Accession Number: 01944023
- Record Type: Publication
- Files: TRIS
- Created Date: Jan 27 2025 3:39PM