The effect of copulas on time-variant reliability involving time-continuous stochastic processes

Á Rózsás, Z Mogyorósi - Structural Safety, 2017 - Elsevier
In structural reliability the dependence structure between random variables is almost
exclusively modeled by Gauss (normal or Gaussian) copula; however, this implicit …

Numerical simulation of backward erosion piping in heterogeneous fields

Y Liang, TCJ Yeh, YL Wang, M Liu… - Water Resources …, 2017 - Wiley Online Library
Backward erosion piping (BEP) is one of the major causes of seepage failures in levees.
Seepage fields dictate the BEP behaviors and are influenced by the heterogeneity of soil …

Piping erosion safety assessment of flood defences founded over sewer pipes

JP Aguilar-López, JJ Warmink… - European Journal of …, 2018 - Taylor & Francis
Piping erosion is one of the major causes of failure of flood defences. The occurrence of this
failure mechanism is difficult to predict and it can be triggered during a flood event. The …

[HTML][HTML] Application of the Rosenblatt transformation in First-Order System Reliability approximations

NE Meinen, R Steenbergen - Structural Safety, 2025 - Elsevier
The reliability assessment of structural systems presents a significant challenge in structural
engineering. A commonly employed approximation is the First-Order System Reliability …

Reliability analysis of riverbank stability accounting for the intrinsic variability of unsaturated soil parameters

G Gottardi, CG Gragnano, M Ranalli, L Tonni - Structural Safety, 2020 - Elsevier
The paper presents a probabilistic study aimed at investigating the role of the soil hydraulic
response on the stability of existing river embankments, for which the uncertainty and the …

Probabilistic internal erosion analysis in stratified and unstratified foundations of embankment dams using copulas

N Sadeghian, A Malekpour Estalaki, M Calamak - Natural Hazards, 2024 - Springer
The internal erosion analysis in the foundation of an embankment dam is affected by various
sources of uncertainty such as the random soil properties, their correlations and stratified or …

堤防工程险情风险评估与管控研究进展.

蒋水华, 陈颖霞, 熊威, 李彧玮, 常志璐, 李锦辉… - Pearl …, 2024 - search.ebscohost.com
堤防是湖泊和平原河道防止洪水灾害的重要设施, 一旦出现险情进而诱发失事破坏,
损失后果非常严重, 世界各地均高度重视堤防工程险情风险评估与管控问题. 然而 …

Experimental Study on Repairing the Mechanical Characteristics of Oil-Contaminated Silty Clay in Ancient Dike with Modified Lime Mortar

J Zhou, Z Dong, Y Dong, X He, H Wu, B Chen, Q Mao - Materials, 2023 - mdpi.com
Flood-controlled ancient dikes play a significant role in flood control and have received
widespread attention as historical and cultural symbols. Flood-controlled ancient dikes often …

River levee overtopping: A bivariate methodology for hydrological characterization of overtopping failure

M Isola, E Caporali, L Garrote - Journal of Hydrologic Engineering, 2020 - ascelibrary.org
This research presents a bivariate methodology for the hydrological characterization of the
overtopping failure for an existing river levee. Conventional procedures usually consider …

[PDF][PDF] Integral Probabilistic Reliability Assessment for Flood Defences

PE Kindermann - repository.tudelft.nl
Flood safety is and will always be a challenging issue in the Netherlands and many other
places around the world. Therefore, it is important that we keep on exploring the causes …