Frost heave in coarse-grained soils caused by vapour transfer has attracted much attention, but little experimental or numerical evidence has been reported thus far. A series of laboratory experiments is carried out by a frost heave apparatus and an X-ray micro-computed tomography instrument. The only water supply mechanism to the tested specimen is vapour transfer. The results indicate that considerable frost heave occurs in coarse-grained soil specimens with a zero fines content. The ratio of frost heave to the initial height can reach 13·8% and 25·1% at 14 days and 18 days, respectively. Ice crystals first grow in pores causing the soil particle to rotate and move, and the soil porosity to increase. With continued ice crystal growth, they eventually become connected and form an ice lens. If a constant temperature gradient is applied, only one horizontal ice lens is formed, which differs from the layered ice lenses observed in fine-graded soils. A new numerical model is developed to simulate ice formation and frost heave in coarse-grained soils, which considers the process of vapour transfer and desublimation. The predicted frost heave results agree well with the measured results. This study provides a novel explanation for the frost heave mechanism in coarse-grained soils.
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1 December 2023
Research Article|
May 10 2022
Frost heave in coarse-grained soils: experimental evidence and numerical modelling
Jidong Teng;
Jidong Teng
*School of Civil Engineering, Central South University, Changsha, P. R. China.
†Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha, P. R. China.
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Jianlong Liu;
Jianlong Liu
*School of Civil Engineering, Central South University, Changsha, P. R. China.
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Sheng Zhang;
Sheng Zhang
*School of Civil Engineering, Central South University, Changsha, P. R. China.
†Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha, P. R. China.
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Daichao Sheng
Daichao Sheng
*School of Civil Engineering, Central South University, Changsha, P. R. China.
‡School of Civil and Environmental Engineering, University of Technology Sydney, Broadway, NSW, Australia.
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Publisher: Emerald Publishing
Received:
July 04 2021
Accepted:
March 01 2022
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2022 Emerald Publishing Limited: All rights reserved
2022
Geotechnique (2023) 73 (12): 1100–1111.
Article history
Received:
July 04 2021
Accepted:
March 01 2022
Citation
Teng J, Liu J, Zhang S, Sheng D (2023), "Frost heave in coarse-grained soils: experimental evidence and numerical modelling". Geotechnique, Vol. 73 No. 12 pp. 1100–1111, doi: https://doi.org/10.1680/jgeot.21.00182
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