The prediction of backward erosion piping is important for safety assessment of dikes in the Netherlands, where subsurface conditions are prone to this erosion mechanism. In the current assessment methodology, the adapted Sellmeijer rule is in use. In combination with the national safety philosophy and uncertainty in input parameters, this model results in high failure probabilities. This paper evaluates the Sellmeijer model and the recently developed Shields-Darcy model alongside recent developments in research on modelling of backward erosion piping, leading to a future perspective
This paper presents a large-scale backward erosion piping experiment aimed at studying the erosion r...
Backward erosion piping (BEP) is a failure mechanism that can affect the safety of water-retaining s...
The process of backward erosion piping poses a threat to dams and dikes on foundations of nonplastic...
Backward erosion piping is an internal erosion mechanism during which shallow pipes are formed in th...
Backward erosion piping, the process of shallow pipe development in the sandy foundation of levees, ...
In the Netherlands, dikes are the most commonly used structures to retain water and provide safety a...
Backward erosion piping is an important failure mode of dikes and dams. The time required for the ba...
<p>This paper discusses a piping model that fundamentally differs from Sellmeijer’s model in relatio...
Backward erosion piping is a form of internal erosion where small pipes are formed below a dike. The...
One of the failure mechanisms that can affect the safety of a dyke or another water-retaining struct...
The Shields–Darcy (SD) model by Hoffmans and Van Rijn (Citation2018) describes the resistance of hyd...
Regular dyke assessment is part of reducing the risk of flooding in the Netherlands. 18 000 km of dy...
Regular dyke assessment is part of reducing the risk of flooding in the Netherlands. 18 000 km of dy...
Structural flood protection systems such as levees are an important component in flood risk reductio...
Backward erosion piping is one of the four main types of internal erosion threatening dams, dikes an...
This paper presents a large-scale backward erosion piping experiment aimed at studying the erosion r...
Backward erosion piping (BEP) is a failure mechanism that can affect the safety of water-retaining s...
The process of backward erosion piping poses a threat to dams and dikes on foundations of nonplastic...
Backward erosion piping is an internal erosion mechanism during which shallow pipes are formed in th...
Backward erosion piping, the process of shallow pipe development in the sandy foundation of levees, ...
In the Netherlands, dikes are the most commonly used structures to retain water and provide safety a...
Backward erosion piping is an important failure mode of dikes and dams. The time required for the ba...
<p>This paper discusses a piping model that fundamentally differs from Sellmeijer’s model in relatio...
Backward erosion piping is a form of internal erosion where small pipes are formed below a dike. The...
One of the failure mechanisms that can affect the safety of a dyke or another water-retaining struct...
The Shields–Darcy (SD) model by Hoffmans and Van Rijn (Citation2018) describes the resistance of hyd...
Regular dyke assessment is part of reducing the risk of flooding in the Netherlands. 18 000 km of dy...
Regular dyke assessment is part of reducing the risk of flooding in the Netherlands. 18 000 km of dy...
Structural flood protection systems such as levees are an important component in flood risk reductio...
Backward erosion piping is one of the four main types of internal erosion threatening dams, dikes an...
This paper presents a large-scale backward erosion piping experiment aimed at studying the erosion r...
Backward erosion piping (BEP) is a failure mechanism that can affect the safety of water-retaining s...
The process of backward erosion piping poses a threat to dams and dikes on foundations of nonplastic...