Technical Papers
Mar 14, 2020

Estimating Unfrozen Water Content in Frozen Soils Based on Soil Particle Distribution

Publication: Journal of Cold Regions Engineering
Volume 34, Issue 2

Abstract

The unfrozen water content is a result of soil freezing, and its variation is closely related to temperature. To study the change in unfrozen water content, a relationship between water pressure and ice pressure is built based on the Clapeyron equation. Then, using an assumption of coincident faces between the water–ice interface and the water–air interface, a formula is deduced to estimate the unfrozen water content via the soil-water potential curve combined with the capillary pressure theory. In this process, the soil particle size distribution curve is introduced to determine the soil pore-size distribution and obtain the soil-water potential curve. Finally, verification and analysis are performed by comparing these results with the pre-existing test data for unfrozen water content. The results show that unfrozen water content can be calculated by means of the soil particle size distribution curve, and the simulation accuracy has a positive correlation with the degree of saturation occupied by water. Moreover, the equivalent aperture size increases as the mean grain size of the soil increases, and the equivalent aperture size increases sharply and approaches the mean particle size when the mean is within a range of relatively large values. Additionally, the value of scale parameter α has an obvious influence on the unfrozen water content curve, as enlargement of α causes an increase in the unfrozen water content and makes water freezing in soils more difficult, and vice versa.

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Acknowledgments

This research was supported by the National Natural Science Foundation of China (No. 41601068), the Scientific Research Starting Project of SWPU (No. 2015QHZ025), and the Scientific Research Starting Project of SWPU (No. 2018QHZ025).

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 34Issue 2June 2020

History

Received: Feb 18, 2019
Accepted: Sep 23, 2019
Published online: Mar 14, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 14, 2020

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Authors

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Enxi Qiu, Ph.D.
School of Civil Engineering and Architecture, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China.
Xusheng Wan, Ph.D. [email protected]
School of Civil Engineering and Architecture, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China (corresponding author). Email: [email protected]
Mengfei Qu, Ph.D.
School of Civil Engineering and Architecture, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China.
Lining Zheng, Ph.D.
Senior Engineer, China Construction Underground Space Co., Ltd., Chengdu, Sichuan 610081, China.
Changmao Zhong
School of Civil Engineering and Architecture, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China.
Fumao Gong
School of Civil Engineering and Architecture, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China.
Li Liu
School of Civil Engineering and Architecture, Southwest Petroleum Univ., Chengdu, Sichuan 610500, China.

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