A series of laboratory experiments is carried out to replicate moisture accumulation in an unsaturated coarse-grained soil underneath an impervious cover. The results show that significant moisture accumulation occurs in relatively dry specimens when the temperature at the cover drops below the freezing point. The tested soil is a coarse-grained sand and is not expected to generate much moisture accumulation according to existing frost susceptibility criteria in the literature. The primary mechanism of moisture migration in the soil is observed to be vapour diffusion, and the primary mechanism of moisture accumulation is ice formation by way of vapour–ice desublimation. It is also observed that two peak values exist along the total water content profile of the 13·5 cm long specimen. For a non-freezing condition, water content gradually decreases from the warmer end to the colder end without any peak value, and the amount of moisture accumulation is less than occurs under freezing conditions. The test results are considered to be useful for understanding vapour diffusion in unsaturated freezing soils, and for validating theoretical and numerical models.
Article navigation
March 2019
Research Article|
April 30 2018
Experimental study of ice accumulation in unsaturated clean sand Available to Purchase
J. Teng;
J. Teng
*National Engineering Laboratory for High-Speed-Railway Construction, Central South University, P. R. China.
Search for other works by this author on:
F. Shan;
F. Shan
*National Engineering Laboratory for High-Speed-Railway Construction, Central South University, P. R. China.
Search for other works by this author on:
Z. He;
Z. He
*National Engineering Laboratory for High-Speed-Railway Construction, Central South University, P. R. China.
Search for other works by this author on:
S. Zhang;
S. Zhang
*National Engineering Laboratory for High-Speed-Railway Construction, Central South University, P. R. China.
Search for other works by this author on:
G. Zhao;
G. Zhao
†China Railway Corporation, Beijing, P. R. China.
Search for other works by this author on:
D. Sheng
D. Sheng
*National Engineering Laboratory for High-Speed-Railway Construction, Central South University, P. R. China.
‡ARC Centre of Excellence in Geotechnical Science and Engineering, the University of Newcastle, Callaghan, Australia.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
August 17 2017
Accepted:
March 28 2018
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2018 Thomas Telford Ltd
2018
Geotechnique (2019) 69 (3): 251–259.
Article history
Received:
August 17 2017
Accepted:
March 28 2018
Citation
Teng J, Shan F, He Z, Zhang S, Zhao G, Sheng D (2019), "Experimental study of ice accumulation in unsaturated clean sand". Geotechnique, Vol. 69 No. 3 pp. 251–259, doi: https://doi.org/10.1680/jgeot.17.P.208
Download citation file:
Suggested Reading
Rapid freezing of saturated clays under large thermal gradients
Geotechnique Letters (December,2021)
A field condition-based test method for artificially frozen soils
Geotechnique Letters (February,2019)
Canopy effect caused by vapour transfer in covered freezing soils
Geotechnique (June,2016)
Small-strain deformation characteristics of frozen clay from static testing
Geotechnique (November,2018)
The initial fabric of undisturbed and reconstituted fluvial sand
Geotechnique (November,2021)
Related Chapters
Laboratory investigation of efficiency of conical-based pounders for dynamic compaction
Ground and Soil Improvement
Probabilistic assessment of stability of a cut slope in residual soil
Risk and Variability in Geotechnical Engineering
Consolidation of a very soft clay with vertical drains
Ground and Soil Improvement
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
