Technical Papers
Dec 29, 2015

Soil Freezing and Soil Water Retention Characteristics: Connection and Solute Effects

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 1

Abstract

The relation between the soil-water characteristic curve (SWCC) and the soil freezing characteristic curve (SFCC) is investigated based on the similarity between the freezing/thawing and drying/wetting behaviors of soils. The SWCCs of clay and silt are obtained by the pressure plate extractor and vapor pressure method, while the SFCCs are determined from the unfrozen water content measurement using the nuclear magnetic resonance (NMR) and temperature measurement. The pore water potential of the frozen soil is derived from a generalized Clapeyron equation, which addresses the effects of capillarity, sorption, and osmosis, and compared to that of unsaturated soils. Our experimental results show that at low water content the matric potential in the soil saturated with pore water and pore ice is generally different from that in the soil saturated with pore water and pore gas. A series of experiments on the soil samples saturated by NaCl solutions of different concentrations were performed to determine the osmotic potential and the water retention characteristics. Based on the principles of surface chemistry, a relationship between the adsorptive forces and the water film thickness is developed, which is capable of describing the soil water characteristic when the sorption effect is significant. Our results indicate that the freezing-point depression method should be applied with caution in determining the soil water retention characteristics of unsaturated soils at lower water content.

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Acknowledgments

The research was supported by the Natural Science Foundation of China under Grant No. 11502276 and 41572293, and the Natural Science Foundation of Guangxi under Grant No. 2012GXNSFGA060001.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 1February 2017

History

Received: Jun 11, 2015
Accepted: Oct 12, 2015
Published online: Dec 29, 2015
Discussion open until: May 29, 2016
Published in print: Feb 1, 2017

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Tiantian Ma, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China. E-mail: [email protected]
Changfu Wei [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; College of Civil and Architectural Engineering, Guilin Univ. of Technology, Guilin, Guangxi 541004, China (corresponding author). E-mail: [email protected]
Xiaolong Xia [email protected]
Graduate Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China. E-mail: [email protected]
Jiazuo Zhou, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China. E-mail: [email protected]
Pan Chen, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China. E-mail: [email protected]

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