Scalp-and-replacement of oversize particles on internal stability erosion assessment

Internal stability (IS) erosion tests were conducted on broadly graded materials to better understand the effect of the scalped-and-replaced method of removing oversize particles on IS erosion testing. Four gradations (three internally unstable and one internally stable), and their scalped-and-scalped gradations were evaluated under upward flow in three large rigid-wall permeameters (300, 500, and 1000 mm in diameter). The limited test results suggest that scalp-and-replacement of oversize particles coarser than 4 × d30 has no significant effect on IS assessment of the original gradation. The permeameter-to-particle diameter ratio (D/dmax) in the tests varied from 5 to 13. The limited test results suggest D/dmax ≥ 6·5 is acceptable for IS erosion tests in a rigid-wall permeameter if proper measures are taken to minimise preferential erosion along the permeameter wall.

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Publication Details

Journal
Géotechnique Letters
Published
2025-12-09
DOI
https://doi.org/10.1680/jgele.25.00030
Primary Topic
Erosion and Abrasive Machining
Type
article
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article

Scalp-and-replacement of oversize particles on internal stability erosion assessment

Mark Foster, Le Yan, Maoxin Li, R. J. Fannin
Géotechnique Letters
Erosion and Abrasive Machining
article

Scalp-and-replacement of oversize particles on internal stability erosion assessment

Mark Foster, Le Yan, Maoxin Li, R. J. Fannin
article en

Abstract

Internal stability (IS) erosion tests were conducted on broadly graded materials to better understand the effect of the scalped-and-replaced method of removing oversize particles on IS erosion testing. Four gradations (three internally unstable and one internally stable), and their scalped-and-scalped gradations were evaluated under upward flow in three large rigid-wall permeameters (300, 500, and 1000 mm in diameter). The limited test results suggest that scalp-and-replacement of oversize particles coarser than 4 × d30 has no significant effect on IS assessment of the original gradation. The permeameter-to-particle diameter ratio (D/dmax) in the tests varied from 5 to 13. The limited test results suggest D/dmax ≥ 6·5 is acceptable for IS erosion tests in a rigid-wall permeameter if proper measures are taken to minimise preferential erosion along the permeameter wall.

Géotechnique LettersVol. 16(1)
BC Hydro (Canada) (CA), University of British Columbia (CA), Dermatology Consulting Services (US)
Openalex Percentile: Top 78%
Erosion and Abrasive Machining
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