Study on the effect of pore air pressure on the existence form of water in soil during the cooling process

Pan LI , Jinfeng XU , Haitao YU

ENG. Struct. Civ. Eng ›› 2026, Vol. 20 ›› Issue (4) : 828 -844.

PDF (4764KB)
ENG. Struct. Civ. Eng ›› 2026, Vol. 20 ›› Issue (4) :828 -844. DOI: 10.1007/s11709-026-1298-4
RESEARCH ARTICLE
Study on the effect of pore air pressure on the existence form of water in soil during the cooling process
Author information +
History +
PDF (4764KB)

Abstract

The reduction on the soil temperature by extreme low temperature in natural or artificial cooling methods can prompt a transformation in the existing form of water in soil and further a change in soil properties. This study is inspired by the interesting phenomenon of increased volume in frozen soils before the free water phase transition in a closed environment test. The influence mechanism of pore air pressure on the existence form of water in the soil is revealed and the viewpoint of converting bound water into free water before the free water phase transition has been proposed based on the hypothesis, theoretical analysis, numerical calculations, and experiments. The main research findings are as follows: 1) the first time discovery of the volume increment before the freezing phase transition of free water; 2) the calculation on the value of pore air pressure that can cause the transformation of the water existence form in the soil, i.e., the transformation of bound water into free water; 3) determination on the correlation between the temperature field and the initial water content. This research, which has never been investigated from this aspect, could provide an expansion on the freezing mechanism and freezing theory of soil.

Graphical abstract

Keywords

permafrost / free water / bound water / phase transition / pore air pressure

Cite this article

Download citation ▾
Pan LI, Jinfeng XU, Haitao YU. Study on the effect of pore air pressure on the existence form of water in soil during the cooling process. ENG. Struct. Civ. Eng, 2026, 20(4): 828-844 DOI:10.1007/s11709-026-1298-4

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Palmer A C , Williams P J . Frost heave and pipeline upheaval buckling. Canadian Geotechnical Journal, 2003, 40(5): 1033–1038

[2]

Hotineanu A , Bouasker M , Aldaood A , Al-Mukhtar M . Effect of freeze–thaw cycling on the mechanical properties of lime-stabilized expansive clays. Cold Regions Science and Technology, 2015, 119: 151–157

[3]

Yu F , Qi J L , Lai Y M , Sivasithamparam N , Yao X L , Zhang M Y , Liu Y Z , Wu G L . Typical embankment settlement/heave patterns of the Qinghai−Xizang highway in permafrost regions: Formation and evolution. Engineering Geology, 2016, 214: 147–156

[4]

Xiang B , Liu E L , Yang L X . Influences of freezing–thawing actions on mechanical properties of soils and stress and deformation of soil slope in cold regions. Scientific Reports, 2022, 12(1): 5387

[5]

He JYao JChen XLiu FZhu H. Do civil engineering fronts emerge from interdisciplinary research? Frontiers of Structural and Civil Engineering, 2023, 17(1): 1–9

[6]

Song S , Wang P , Yin Z , Cheng Y P . Micromechanical modeling of hollow cylinder torsional shear test on sand using discrete element method. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(12): 5193–5208

[7]

Marwan A , Zhou M , Abdelrehim M , Meschke G . Optimization of artificial ground freezing in tunneling in the presence of seepage flow. Computers and Geotechnics, 2016, 75: 112–125

[8]

Harris J S. Ground Freezing in Practice. London: Thomas Telford, 1995

[9]

Alzoubi M A , Xu M H , Hassani F P , Poncet S , Sasmito A P . Artificial ground freezing: A review of thermal and hydraulic aspects. Tunnelling and Underground Space Technology, 2020, 104: 103534

[10]

Zhang Q , Liu Y , Dai F . A frost heave pressure model for fractured rocks subjected to repeated freeze-thaw deterioration. Engineering Geology, 2024, 337: 107587

[11]

Braun B , Shuster J , Burnham E . Ground freezing for support of open excavations. Engineering Geology, 1979, 13(1–4): 429–453

[12]

Hu X D , Deng S J , Wang Y . Test investigation on mechanical behavior of steel pipe-frozen soil composite structure based on Freeze-Sealing Pipe Roof applied to Gongbei tunnel. Tunnelling and Underground Space Technology, 2018, 79: 346–355

[13]

Wei Y , Tang C S , Zhu C , Cheng Q , Lu Y , Li L , Tian B G , Shi B . Influence of desiccation during freeze–thaw cycles on volumetric shrinkage and tensile strength of compacted clayey soils. Engineering Geology, 2024, 334: 107513

[14]

Gilpin R R . A model for the prediction of ice lensing and frost heave in soils. Water Resources Research, 1980, 16(5): 918–930

[15]

Nassr A , Esmaeili-Falak M , Katebi H , Javadi A . A new approach to modeling the behavior of frozen soils. Engineering Geology, 2018, 246: 82–90

[16]

Li T , Zhou Y , Shi X Y , Hu X X , Zhou G Q . Analytical solution for the soil freezing process induced by an infinite line sink. International Journal of Thermal Sciences, 2018, 127: 232–241

[17]

Hong Z Q , Hu X D , Zhang J . Mathematical model of temperature field and its analytical solution for Freeze-Sealing Pipe-Roof method induced by radial offset of adjacent jacking pipes. Cold Regions Science and Technology, 2023, 205: 103699

[18]

Niggemann K , Fuentes R . New semi-analytical approach for ice lens heaving during artificial freezing of fine-grained material. Journal of Rock Mechanics and Geotechnical Engineering, 2023, 15(11): 2994–3009

[19]

Gallardo A H , Marui A . The aftermath of the Fukushima nuclear accident: measures to contain groundwater contamination. Science of the Total Environment, 2016, 547: 261–268

[20]

Alzoubi M A , Zueter A , Nie-Rouquette A , Sasmito A P . Freezing on demand: a new concept for mine safety and energy savings in wet underground mines. International Journal of Mining Science and Technology, 2019, 29(4): 621–627

[21]

Liu Z , Liu J , Li X , Fang J . Experimental study on the volume and strength change of an unsaturated silty clay upon freezing. Cold Regions Science and Technology, 2019, 157: 1–12

[22]

Zhang D , Li X , Li X K , Zheng S F , Liu A Q , Wang M . Experimental study on the influence of initial water saturation on segregation frost-heaving behavior in silty clay columns. Applied Thermal Engineering, 2023, 234: 121236

[23]

Hillel D. Fundamentals of Soil Physics. London: Academic Press, 1980

[24]

Yershov E D. General Geocryology. Cambridge: Cambridge University Press, 1998

[25]

Wettlaufer J S . Surface phase transitions in ice: from fundamental interactions to applications. Philosophical Transactions-Royal Society. Mathematical, Physical, and Engineering Sciences, 2019, 377(2146): 20180261

[26]

Hoekstra P . Moisture movement in soils under temperature gradients with the cold-side temperature below freezing. Water Resources Research, 1966, 2(2): 241–250

[27]

Fukuda M , Orhun A , Luthin J N . Experimental studies of coupled heat and moisture transfer in soils during freezing. Cold Regions Science and Technology, 1980, 3(2–3): 223–232

[28]

Mironov VSavin ILukin YKaravaisky A. Phase transition analysis in freezing moist soils carried out on the basis of phase transitions characteristic to the different types of soil water. In: Proceedings of 2012 IEEE International Geoscience and Remote Sensing Symposium. Munich: IEEE, 2012, 4497–4500

[29]

Chen Y Q , Zhou Z F , Wang J G , Zhao Y , Dou Z . Quantification and division of unfrozen water content during the freezing process and the influence of soil properties by low-field nuclear magnetic resonance. Journal of Hydrology, 2021, 602: 126719

[30]

Baker R , Frydman S . Unsaturated soil mechanics: Critical review of physical foundations. Engineering Geology, 2009, 106(1–2): 26–39

[31]

Li XLi X. A soil freezing–thawing model based on thermodynamics. Cold Regions Science and Technology, 2023, 211: 103867

[32]

Li XZheng SWang MLiu A. The prediction of the soil freezing characteristic curve using the soil water characteristic curve. Cold Regions Science and Technology, 2023, 212: 103880

[33]

Lee S , Lee J . Adsorption of water molecules on clay minerals: A molecular dynamics study. Journal of Colloid and Interface Science, 2020, 564: 94–102

[34]

Zhang Y , Wang F . Effect of clay mineralogy on the adsorption of water and ions in soils. Geoderma, 2021, 380: 114660

[35]

Williams P J . Unfrozen water content of frozen soils and soil moisture suction. Geotechnique, 1964, 14(2): 133–142

[36]

Azmatch T FSego D CArenson L UBiggar K W. Using soil freezing characteristic curve to estimate the hydraulic conductivity function of partially frozen soils. Cold Regions Science and Technology, 2012, 83–84: 103–109

[37]

Razumova L A . Basic principles governing the organization of soil moisture observations. Hydrology, 1965, 68: 491–501

[38]

Liu J , Zhang W , Cui J , Ren Z , Wang E , Li X , Wei G , Tian Y , Ji J , Ma J . et al. Extreme low-temperature freezing process and characteristic curve of icy lunar regolith simulant. Acta Astronautica, 2023, 202: 485–496

[39]

Rempel A W , Worster M G , Wettlaufer J S . Interfacial premelting and the thermomolecular force: Thermodynamic buoyancy. Physical Review Letters, 2001, 87(8): 088501

[40]

An N , Tang C S , Xu S K , Gong X P , Shi B , Inyang H I . Effects of soil characteristics on moisture evaporation. Engineering Geology, 2018, 239: 126–135

[41]

Tian H H , Wei C F , Wei H Z , Zhou J Z . Freezing and thawing characteristics of frozen soils: Bound water content and hysteresis phenomenon. Cold Regions Science and Technology, 2014, 103: 74–81

[42]

Wettlaufer J S , Worster M G . Premelting dynamics. Annual Review of Fluid Mechanics, 2006, 38(1): 427–452

[43]

Zhang Z. Study on frost heave characteristics of loess in Lanzhou region under one-dimensional freezing condition. Thesis for the Master’s Degree. Lanzhou: Lanzhou Jiaotong University, 2020

[44]

Liu G. Experimental study on freeze–thaw and strength characteristics of Jiangxi red-clay due to artificial ground freezing. Thesis for the Master’s Degree. Nanchang: East China University of Technology, 2022

[45]

Shang F , Yang C S , Zhang L H , Zhou C L , Han D W , Shi Y J . Analysis of influencing factors of clay particle diffusion in electric double layer. Journal of Glaciology and Geocryology, 2022, 44(2): 495–505

[46]

Yuan J B. The study for properties of bound water on clayey soils and their quantitative methods. Thesis for the Master’s Degree. Guangzhou: South China University of Technology, 2012

[47]

Song Y P. Influence of bound water on physical and mechanical properties of loess. Thesis for the Master’s Degree. Xi’an: Chang’an University, 2018

[48]

Wang Y J , Hu L M , Yin Z Y . Identification and quantification of soil water components in kaolin by thermogravimetric and kinetic analysis. Engineering Geology, 2023, 324: 107273

[49]

Zymnis D M , Whittle A J , Germaine J T . Measurement of temperature-dependent bound water in clays. Geotechnical Testing Journal, 2018, 42(1): 232–244

[50]

Wang P Q. The study for quantitative analysis of water absorbed on clays and their hydration mechanism. Dissertation for the Doctoral Degree. Chengdu: Southwest Petroleum University, 2001

[51]

Wang T HLi Y LSu L J. Types and boundaries of bound water on loess particle surface. Chinese Journal of Geotechnical Engineering, 2014, 36(05): 942–948 (in Chinese)

[52]

Wu Q. Research on influence of bond water on secondary consolidation and long term strength of soft clay. Dissertation for the Doctoral Degree. Changchun: Jilin University, 2015

[53]

Zhang R , Xiao Y P , Wu M L , Zheng J L , Milkos B C . Measurement and engineering application of adsorbed water content in fine-grained soils. Journal of Central South University, 2021, 28(5): 1555–1569

[54]

Kosmas C , Danalatos N G , Poesen J , Wesemael B V . The effect of water vapour adsorption on soil moisture content under Mediterranean climatic conditions. Agricultural Water Management, 1998, 36(2): 157–168

[55]

Kosmas C , Marathianou M , Gerontidis S , Detsis V , Tsara M , Poesen J . Parameters affecting water vapor adsorption by the soil under semi-arid climatic conditions. Agricultural Water Management, 2001, 48(1): 61–78

[56]

Prost R , Koutit T , Benchara A , Huaed E . State and location of water adsorbed on clay minerals: Consequences of the hydration and swelling−shrinkage phenomena. Clays and Clay Minerals, 1998, 46(2): 117–131

[57]

Wu F C. Some characteristics of adsorption combined with water measurement and seepage in cohesive soil. Chinese Journal of Geotechnical Engineering, 1984, 06: 84–93 (in Chinese)

[58]

Wu F C . Calculation of soil moisture characteristic curve under low suction. Journal of Hydraulic Engineering, 1986, 7: 49–55

[59]

Zhang H W. Research of the method on determining Atterberg limits of soil by suction stress characteristic curve. Thesis for the Master’s Degree. Lanzhou: Lanzhou University of Technology, 2017

[60]

Davidson D TSheeler J B. Clay fraction in engineering soils: III–Influence of amount on properties. Highway Research Board Proceedings, 1952, 31

[61]

Lu N , Likos W J . Suction stress characteristic curve for unsaturated soil. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(2): 131–142

[62]

Qin Y H , Zhang J M , Zheng B , Qu G Z . The relationship between unfrozen water content and temperature based on continuum thermodynamics. Journal of Qingdao University (Engineering & Technology Edition), 2008, 1: 77–82

[63]

Li D Y. The experiment and theoretical research on a new test method to measure unfrozen water content in frozen soil. Dissertation for the Doctoral Degree. Beijing: China University of Mining & Technology, 2011

RIGHTS & PERMISSIONS

The Author(s). This article is published with open access at link.springer.com and journal.hep.com.cn

PDF (4764KB)

256

Accesses

0

Citation

Detail

Sections
Recommended

/