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Cited by 21 publications
(7 citation statements)
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“…Suffusion refers to one of the typical phenomena of internal erosion, which consists of interaction between particles and seepage flow. This phenomenon can be described as the process of detachment and transport of the finest particles within the porous medium formed by coarse particles [1]. In geotechnical engineering, this complex phenomenon leads to loss of soil mass and non-negligible modifications in the constitutive behavior of soils.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Suffusion refers to one of the typical phenomena of internal erosion, which consists of interaction between particles and seepage flow. This phenomenon can be described as the process of detachment and transport of the finest particles within the porous medium formed by coarse particles [1]. In geotechnical engineering, this complex phenomenon leads to loss of soil mass and non-negligible modifications in the constitutive behavior of soils.…”
Section: Introductionmentioning
confidence: 99%
“…Extensive experimental tests have been carried out to study internal stability (i.e. material susceptibility 1 and critical hydraulic gradient in internal erosion [2][17] [18][19]. Moffat et al [20] conducted laboratory tests to study the spatial and temporal progression of internal erosion in cohesionless soils.…”
Section: Introductionmentioning
confidence: 99%
“…As aforementioned in Section , soil suffusion is an internal erosion process concerning particularly the detachment and the transport of fine particles. Its evolution depends on various factors, including grain size distribution, grain angularity, chemical activity of soil (especially for clay), effective stress state of the soil, and certainly, hydraulic loading …”
Section: A Case Study For Soil Suffusionmentioning
confidence: 99%
“…No other fitting parameters are introduced here. In addition, even if a link has been found between grain size‐based parameters and the resistance suffusion index I α , no grain size distribution parameters are included either. In consequence, this approach can be used for any type of gradation.…”
Section: A Case Study For Soil Suffusionmentioning
confidence: 99%
“…The approach based on the flow velocity is also not satisfying, as the permeability of a soil is constantly changing during erosion. An approach considering the energy applied on the sample by the seepage flow was suggested by Marot and Benamar (2012) and was further developed by . This approach shows a good match with the result of experiments and includes the history of the hydraulic load applied to the soil, which means that it is independent of the sequence of the applied load (e.g.…”
Section: Hydraulic Boundary Conditionsmentioning
confidence: 99%