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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20 March 2026
Research Article|
December 10 2025
Scalp-and-replacement of oversize particles on internal stability erosion assessment
M. Li
;
*
British Columbia Hydro and Power Authority
, Burnaby, Canada
Corresponding author M. Li (maoxin.li@bchydro.com)
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R. J. Fannin;
R. J. Fannin
†
University of British Columbia
, Vancouver, Canada
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M. Foster;
M. Foster
‡
Dam Consulting Services Pty Ltd
, Bayview, Australia
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L. Yan
L. Yan
§
British Columbia Hydro and Power Authority
, Burnaby, Canada
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Corresponding author M. Li (maoxin.li@bchydro.com)
Publisher: Emerald Publishing
Received:
April 04 2025
Accepted:
October 13 2025
Online ISSN: 2045-2543
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Geotechnique Letters (2026) 16 (1): 37–42.
Article history
Received:
April 04 2025
Accepted:
October 13 2025
Citation
Li M, Fannin RJ, Foster M, Yan L (2026), "Scalp-and-replacement of oversize particles on internal stability erosion assessment". Geotechnique Letters, Vol. 16 No. 1 pp. 37–42, doi: https://doi.org/10.1680/jgele.25.00030
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