A Combined Slump-Sliding Test for Dredged Fine Sediments

ABSTRACT This study presents a new laboratory apparatus for measuring and estimating the ability of shoveling, loading, and transport of fine soils and sediments. This device permits the investigation of the slump and sliding behavior of fine sediments based on their consistency and water content. Initially, a manual version of the apparatus was designed. The combined slump-sliding test (SST) and its use through a simple procedure were described in detail. Measurements done during tests on three different sediments and smooth steel support allow the presentation of the typical results obtained from the SST test. Because consistency governs the slump and sliding behavior of sediments, grain size distribution and Atterberg limits are the most useful characteristics of sediments. Typical relationships among slumps, cone footprints, and sliding rotation angle versus water content during moistening of sediments were established and explained. Based on these relationships, criteria for the ability to shovel sediments were proposed.

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Publication Details

Journal
Geotechnical Testing Journal
Published
2025-02-27
DOI
https://doi.org/10.1520/gtj20230350
Citations
1
Primary Topic
Environmental and Sediment Control
Type
article
Field-Weighted Citation Impact
2.42
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article

A Combined Slump-Sliding Test for Dredged Fine Sediments

1 citations
Geotechnical Testing Journal
Environmental and Sediment Control
2.42
article

A Combined Slump-Sliding Test for Dredged Fine Sediments

article en
1 citations

Abstract

ABSTRACT This study presents a new laboratory apparatus for measuring and estimating the ability of shoveling, loading, and transport of fine soils and sediments. This device permits the investigation of the slump and sliding behavior of fine sediments based on their consistency and water content. Initially, a manual version of the apparatus was designed. The combined slump-sliding test (SST) and its use through a simple procedure were described in detail. Measurements done during tests on three different sediments and smooth steel support allow the presentation of the typical results obtained from the SST test. Because consistency governs the slump and sliding behavior of sediments, grain size distribution and Atterberg limits are the most useful characteristics of sediments. Typical relationships among slumps, cone footprints, and sliding rotation angle versus water content during moistening of sediments were established and explained. Based on these relationships, criteria for the ability to shovel sediments were proposed.

Geotechnical Testing JournalVol. 48(3)
Centre National de la Recherche Scientifique (FR), Normandie Université (FR), Laboratoire de Recherche Hydrodynamique, Energétique et Environnement Atmosphérique (FR), Territoires, Villes, Environnement & Société (FR), Université de Caen Normandie (FR)
Climate action
Openalex Percentile: Top 14%
Environmental and Sediment Control
2.42
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A Combined Slump-Sliding Test for Dredged Fine Sediments · Geotechnical Testing Journal (2025) | TGRS Research Map | TGRS