Moist tamping (MT) forms the most common method for the reconstitution of predominately sand tailings, largely owing to its ability to produce loose specimens without segregation. However, MT has been subject to considerable criticism for not producing a fabric like hydraulically placed sands or tailings and owing to non-uniform initial internal density profile. Alternatively, given the increased implementation of filtered tailings stacks, MT is commonly applied to characterise such materials owing to the initial unsaturated and sometimes loose state achievable, while still suffering from potential issues from non-uniformity. To enable the advantages of MT to be realised while also achieving high initial sample uniformity, and therefore tests that can be treated as an element, a new method referred to as moist vibration (MV) is proposed. This method involves preparation of a sample in a tube with vibration used to densify and increase uniformity, prior to extrusion and trimming for testing. Assessments carried out on two soils demonstrated that high uniformity is achieved with the new method. Finally, comparison of MT and MV samples by means of undrained shearing shows no discernible difference in the results for a sand and only subtle differences in a clay–sand mixture.
Article navigation
December 2024
Editors
Research Article|
November 29 2024
A new method for producing uniform, loose, initially unsaturated specimens
D. Reid
;
D. Reid
* The University of Western Australia, Perth, Australia.
Search for other works by this author on:
A. Fourie
A. Fourie
‡ The University of Western Australia, Perth, Australia.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
March 01 2024
Accepted:
August 19 2024
Online ISSN: 2045-2543
Emerald Publishing Limited: All rights reserved
2024
Geotechnique Letters (2024) 14 (4): 145–150.
Article history
Received:
March 01 2024
Accepted:
August 19 2024
Citation
Reid D, Fanni R, Fourie A (2024), "A new method for producing uniform, loose, initially unsaturated specimens". Geotechnique Letters, Vol. 14 No. 4 pp. 145–150, doi: https://doi.org/10.1680/jgele.24.00026
Download citation file:
New and popular articles
Suggested Reading
A novel particle tracking method for granular sands based on spherical harmonic rotational invariants
Geotechnique (February,2018)
Mechanical behaviour of sand stabilised with colloidal silica
Geotechnical Research (February,2017)
A simplified method to predict failure of sands under general cyclic simple shear loading
Geotechnical Research (June,2022)
The interaction between the SEIS seismometer of the InSight Martian mission and a regolith simulant
Geotechnique (May,2022)
Quantifying the evolution of soil fabric during shearing using scalar parameters
Geotechnique (March,2013)
Related Chapters
Laboratory investigation of efficiency of conical-based pounders for dynamic compaction
Ground and Soil Improvement
Group effects in stone column foundations: model tests
Ground and Soil Improvement
Probabilistic assessment of stability of a cut slope in residual soil
Risk and Variability in Geotechnical Engineering
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
