Failure Patterns of Protective Flexible Mattresses on a Riverbank under Water Flow Scouring. I: Physical Mechanisms

Riverbank erosion presents significant risks to infrastructure stability and flood management. This study introduces a representative physical model combined with distributed optical fiber sensing technology and a numerical finite element model to investigate the failure mechanisms of protective flexible mattresses deployed on the riverbanks. The study reveals that flexible mattresses exhibit distinct patterns of deformation and failure driven by the interaction between water-induced scouring and the mattress-sediment system. Two major deformation mechanisms are revealed: (1) shallow slips, induced by surface sediment erosion; and (2) sliding collapses. Topography changes and finite element analysis further elucidated the stress redistribution in the riverbank material under water flow-induced scouring, revealing that sliding collapse is triggered by a continuous increase in maximum shear stress along the potential sliding surface with increasing scour depth. The study provides new insights in the physical mechanisms governing the failure of protective riverbank structures and offers physically justified guidelines for the design and implementation of flexible mattress systems for riverbank erosion control.

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Publication Details

Journal
Journal of Hydraulic Engineering
Published
2025-12-09
DOI
https://doi.org/10.1061/jhend8.hyeng-14234
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
0.00
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article

Failure Patterns of Protective Flexible Mattresses on a Riverbank under Water Flow Scouring. I: Physical Mechanisms

Xianglong Wei, Saiyu Yuan, Vladimir Nikora, Hongwu Tang et al.
Journal of Hydraulic Engineering
Hydraulic flow and structures
article

Failure Patterns of Protective Flexible Mattresses on a Riverbank under Water Flow Scouring. I: Physical Mechanisms

Xianglong Wei, Saiyu Yuan, Vladimir Nikora, Hongwu Tang, Yan Lu, Yongjun Lu, Liqin Zuo
article en

Abstract

Riverbank erosion presents significant risks to infrastructure stability and flood management. This study introduces a representative physical model combined with distributed optical fiber sensing technology and a numerical finite element model to investigate the failure mechanisms of protective flexible mattresses deployed on the riverbanks. The study reveals that flexible mattresses exhibit distinct patterns of deformation and failure driven by the interaction between water-induced scouring and the mattress-sediment system. Two major deformation mechanisms are revealed: (1) shallow slips, induced by surface sediment erosion; and (2) sliding collapses. Topography changes and finite element analysis further elucidated the stress redistribution in the riverbank material under water flow-induced scouring, revealing that sliding collapse is triggered by a continuous increase in maximum shear stress along the potential sliding surface with increasing scour depth. The study provides new insights in the physical mechanisms governing the failure of protective riverbank structures and offers physically justified guidelines for the design and implementation of flexible mattress systems for riverbank erosion control.

Journal of Hydraulic EngineeringVol. 152(2)
Hohai University (CN), University of Aberdeen (GB), Nanjing Hydraulic Research Institute (CN)
Openalex Percentile: Top 60%
Hydraulic flow and structures
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Failure Patterns of Protective Flexible Mattresses on a Riverbank under Water Flow Scouring. I: Physical Mechanisms — Xianglong Wei, Saiyu Yuan, et al. · Journal of Hydraulic Engineering (2025) | TGRS Research Map | TGRS