Experimental research on backward erosion piping progression

J Riha, L Petrula - Water, 2023 - mdpi.com
Internal erosion is caused by seepage body forces acting on the soil particles. One of the
most dangerous modes of internal erosion at hydraulic structures is backward erosion …

[HTML][HTML] Occurrence of sand boils landside of a river dike during flooding: A geophysical perspective

A Ghorbani, A Revil, S Bonelli, S Barde-Cabusson… - Engineering …, 2024 - Elsevier
The study of internal erosion of earth dams, dikes, and levees is an essential ingredient to
address their safety. Indeed, internal erosion is known to be a major cause of failure for …

Fluid-driven instabilities in granular media: from viscous fingering and dissolution wormholes to desiccation cracks and ice lenses

Q Liu, JC Santamarina - Frontiers in Mechanical Engineering, 2022 - frontiersin.org
Single and multi-phase fluids fill the pore space in sediments; phases may include gases
(air, CH4, CO2, H2, and NH3), liquids (aqueous solutions or organic compounds), and even …

A two-dimensional, adaptive finite element approach for simulation of backward erosion piping

BA Robbins, DV Griffiths - Computers and Geotechnics, 2021 - Elsevier
Backward erosion piping (BEP) is a type of internal erosion that significantly contributes to
internal erosion being a leading cause of levee and dam failures, second only to …

On internal erosion of the pervious foundation of flood protection dikes

L Girolami, S Bonelli, R Valois, N Chaouch, J Burgat - Water, 2023 - mdpi.com
This work focuses on the mechanisms that trigger internal erosion of the pervious foundation
of flood protection dikes. The origin of these permeable layers is generally attributed to the …

Internal erosion and permeability of Na CMC-treated and PAM-treated geosynthetic clay liners

HO Ozhan, A Erkal - Geotextiles and Geomembranes, 2023 - Elsevier
This paper investigates the occurrence of internal erosion and the variation of the
permeability of geosynthetic clay liner (GCL) with respect to its geotextile component …

Analyses of backward erosion progression rates from small-scale flume experiments

BA Robbins, AM Montalvo-Bartolomei… - Journal of Geotechnical …, 2020 - ascelibrary.org
Backward erosion piping is a leading cause of levee failures, second only to overtopping,
and is therefore of great concern to engineers involved in flood control. Backward erosion …

Random finite element analysis of backward erosion piping

BA Robbins, DV Griffiths, GA Fenton - Computers and Geotechnics, 2021 - Elsevier
Backward erosion piping (BEP) is a type of internal erosion that threatens the integrity of
dams and levees. BEP has been shown to be highly sensitive to spatial variations in soil …

Errors in finite element analysis of backward erosion piping

BA Robbins, VM van Beek, JC Pol… - Geomechanics for Energy …, 2022 - Elsevier
Backward erosion piping (BEP) is a type of internal erosion responsible for the failure of
many dams and levees. BEP occurs when small, shallow erosion channels progress …

Field measurements of sand boil hydraulics

BA Robbins, IJ Stephens, VM Van Beek… - …, 2020 - icevirtuallibrary.com
A sand boil is a cone of granular material deposited on the ground surface around
concentrated points of vertical seepage. Sand boils often form downstream of embankments …