Quantitative characterization of soil micropore structure and pore water content using nuclear magnetic resonance: Challenges and calibration methods

Yuxin ZHAO , Xu LI , Meng WANG , Shuangfei ZHENG

Front. Struct. Civ. Eng. ›› 2025, Vol. 19 ›› Issue (1) : 76 -92.

PDF (3608KB)
Front. Struct. Civ. Eng. ›› 2025, Vol. 19 ›› Issue (1) : 76 -92. DOI: 10.1007/s11709-025-1137-z
RESEARCH ARTICLE

Quantitative characterization of soil micropore structure and pore water content using nuclear magnetic resonance: Challenges and calibration methods

Author information +
History +
PDF (3608KB)

Abstract

Though nuclear magnetic resonance (NMR) has been applied in soil science over several decades, the quantitative relation between NMR signals and soil pore-water distribution is complex and still covered by some cloud. The major debates include: 1) the quantitative relation between transverse relaxation time (T2) and pore radius varies in different studies; 2) Is the relation between NMR signals and soil–water contents unique? To clarify the aforementioned issues over the application of NMR in soil science, a comprehensive study was carried out. The results demonstrate that: 1) a unique linear relationship between peak area of NMR signals and soil volumetric water content (θ) exists, independent of the soil’s initial molding conditions, such as molding dry density (ρd) and molding water content (wini); 2) the ratio between T2 and pore radius, defined as the pore structure coefficient (Cr) of NMR, varies with pore water morphologies and soil types; 3) three methods were proposed to determine the value of Cr and can help to provide insights for better understanding of the NMR results in soil science.

Graphical abstract

Keywords

nuclear magnetic resonance / unsaturated soil / pore water distribution / soil–water characteristic curve / calibration method

Cite this article

Download citation ▾
Yuxin ZHAO, Xu LI, Meng WANG, Shuangfei ZHENG. Quantitative characterization of soil micropore structure and pore water content using nuclear magnetic resonance: Challenges and calibration methods. Front. Struct. Civ. Eng., 2025, 19(1): 76-92 DOI:10.1007/s11709-025-1137-z

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Li X, Zhang L M. Characterization of dual-structure pore-size distribution of soil. Canadian Geotechnical Journal, 2009, 46(2): 129–141

[2]

Li X K, Li X, Liu J K. A dynamic soil freezing characteristic curve model for frozen soil. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(8): 3339–3352

[3]

Liu Y, Wang X, Zhao Y X, Chen L H, Li X. A method for determining yield stress of unsaturated soils from lateral pressure. Geotechnical Testing Journal, 2024, 47(6): 1313–1327

[4]

Zhao Y X, Wu L Z, Li X. NMR-based pore water distribution characteristics of silty clay during the soil compaction, saturation, and drying processes. Journal of Hydrology, 2024, 636: 131240

[5]

Li X, Zhang L M, Wu L Z. A framework for unifying soil fabric, suction, void ratio, and water content during the dehydration process. Soil Science Society of America Journal, 2014, 78(2): 387–399

[6]

Collins K, McGown A. The form and function of microfabric features in a variety of natural soils. Geotechnique, 1974, 24(2): 223–254

[7]

Cousin I, Issa O M, Le Bissonnais Y. Microgeometrical characterisation and percolation threshold evolution of a soil crust under rainfall. Catena, 2005, 62(2): 173–188

[8]

Penumadu D, Dean J. Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry. Canadian Geotechnical Journal, 2000, 37(2): 393–405

[9]

Prost R, Koutit T, Benchara A, Huard 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

[10]

Tian H H, Wei C F, Yan R T. Thermal and saline effect on mineral-water interactions in compacted clays: A NMR-based study. Applied Clay Science, 2019, 170: 106–113

[11]

Tian H H, Wei C F. Characterization and quantification of pore water in clays during drying process with low-field NMR. Water Resources Research, 2020, 56(10): e2020WR027537

[12]

Novotny E H, de Godoy G, Consalter D M, Cooper M. Determination of soil pore size distribution and water retention curve by internal magnetic field modulation at low field 1H NMR. Geoderma, 2023, 431: 116363

[13]

Zhou J, Meng X, Wei C, Pei W. Unified soil freezing characteristic for variably-saturated saline soils. Water Resources Research, 2020, 56(7): e2019WR026648

[14]

Tao G L, Ouyan Q, Lei D, Chen Q, Nimbalkar S, Bai L, Zhu Z. NMR-based measurement of AWRC and prediction of shear strength of unsaturated soils. International Journal of Geomechanics, 2022, 22(9): 04022150

[15]

Tian H H, Wei C F, Wei H Z, Yan R T, Chen P. An NMR-based analysis of soil–water characteristics. Applied Magnetic Resonance, 2014, 45(1): 49–61

[16]

Ma T T, Wei C F, Yao C Q, Yi P P. Microstructural evolution of expansive clay during drying–wetting cycle. Acta Geotechnica, 2020, 15(8): 2355–2366

[17]

Kong L W, Sayem H M, Tian H H. Influence of drying–wetting cycles on soil−water characteristic curve of undisturbed granite residual soils and microstructure mechanism by nuclear magnetic resonance (NMR) spin-spin relaxation time (T2) relaxometry. Canadian Geotechnical Journal, 2018, 55(2): 208–216

[18]

Li X, Zheng S F, Wang M, Liu A Q. The prediction of the soil freezing characteristic curve using the soil–water characteristic curve. Cold Regions Science and Technology, 2023, 212: 103880

[19]

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

[20]

Ma T T, Wei C F, Xia X L, Zhou J A, Chen P. Soil freezing and soil–water retention characteristics: Connection and solute effects. Journal of Performance of Constructed Facilities, 2017, 31(1): D4015001

[21]

Yao C Q, Wei C F, Ma T T, Chen P, Tian H H. Experimental investigation on the influence of thermochemical effect on the pore–water status in expansive soil. International Journal of Geomechanics, 2021, 21(6): 04021080

[22]

Zhou J Z, Liang W P, Meng X C, Wei C F. Comparison of freezing and hydration characteristics for porous media. Permafrost and Periglacial Processes, 2021, 32(4): 702–713

[23]

Zhou J Z, Zhou Y, Yang Z J, Wei C F, Wei H Z, Yan R T. Dissociation-induced deformation of hydrate-bearing silty sand during depressurization under constant effective stress. Geophysical Research Letters, 2021, 48(14): e2021GL092860

[24]

Liang W Y, Yan R T, Xu Y F, Zhang Q, Tian H H, Wei C F. Swelling pressure of compacted expansive soil over a wide suction range. Applied Clay Science, 2021, 203: 106018

[25]

Brownstein K R, Tarr C E. Importance of classical diffusion in NMR studies of water in biological cells. Physical Review A: General Physics, 1979, 19(6): 2446–2453

[26]

Yao Y B, Liu D M, Che Y, Tang D Z, Tang D Z, Tang S H, Huang W H. Petrophysical characterization of coals by low-field nuclear magnetic resonance (NMR). Fuel, 2010, 89(7): 1371–1380

[27]

LowellSShieldsJ E. Powder Surface Area and Porosity. Berlin: Springer Science & Business Media, 1991

[28]

Jaeger F, Bowe S, Van As H, Schaumann G E. Evaluation of 1H NMR relaxometry for the assessment of pore-size distribution in soil samples. European Journal of Soil Science, 2009, 60(6): 1052–1064

[29]

Saidian M, Prasad M. Effect of mineralogy on nuclear magnetic resonance surface relaxivity: A case study of middle bakken and three forks formations. Fuel, 2015, 161: 197–206

[30]

Gapak Y, Das G, Yerramshetty U, Bharat T V. Laboratory determination of volumetric shrinkage behavior of bentonites: A critical appraisal. Applied Clay Science, 2017, 135: 554–566

[31]

ASTMD5298-16. Standard Test Method for Measurement of Soil Potential (Suction) Using Filter Paper. West Conshohocken, PA: ASTM, 2016

[32]

ZhaoY XZhangL QLiXZhaoH F. Unsaturated shear strength characteristics of coarse-fine mixed soils in a wide range of degree of saturation: Experimental phenomena. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2278–2288 (in Chinese)

[33]

Likos W J, Lu N. Hysteresis of capillary stress in unsaturated granular soil. Journal of Engineering Mechanics, 2004, 130(6): 646–655

[34]

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

[35]

FredlundD GRahardjoH. Soil Mechanics for Unsaturated Soils. Toronto: Wiley, 1993

[36]

Lu N, Zhang C. Soil sorptive potential: Concept, theory, and verification. Journal of Geotechnical and Geoenvironmental Engineering, 2019, 145(4): 04019006

[37]

Or D, Tuller M. Liquid retention and interfacial area in variably saturated porous media: Upscaling from single-pore to sample-scale model. Water Resources Research, 1999, 35(12): 3591–3605

[38]

Yao Y B, Liu D M, Cai Y D, Li J Q. Advanced characterization of pores and fractures in coals by nuclear magnetic resonance and X-ray computed tomography. Science China Earth Sciences, 2010, 53(6): 854–862

[39]

Yao Y B, Liu D M. Comparison of low-field NMR and mercury intrusion porosimetry in characterizing pore size distributions of coals. Fuel, 2012, 95: 152–158

[40]

Morriss C, Rossini D, Straley C, Tutunjian P, Vinegar H. Core analysis by low-field NMR. Log Analyst, 1997, 38(2): 84–93

[41]

Li H J, Li X B, Ma S M, Jing J B, Zhang X H, Yuan C J. Conventional reservoir fluid identification method and application of NMR logging technology. Mud Logging Engineering, 2020, 31(2): 72–78

[42]

Mitchell J, Howe A M, Clarke A. Real-time oil-saturation monitoring in rock cores with low-field NMR. Journal of Magnetic Resonance, 2015, 256: 34–42

[43]

Westphal H, Surholt I, Kiesl C, Thern H F, Kruspe T. NMR measurements in carbonate rocks: Problems and an approach to a solution. Pure and Applied Geophysics, 2005, 162(3): 549–570

[44]

Chen Y G, Sun Z, Cui Y J, Ye W M, Liu Q H. Effect of cement solutions on the swelling pressure of compacted GMZ bentonite at different temperatures. Construction and Building Materials, 2019, 229: 116872

[45]

Sun D A, Zhang Q Y, Peng F. Effect of aging on shear strength of compacted GMZ bentonite. Engineering Geology, 2022, 302: 106632

[46]

Sun Z, Chen Y G, Cui Y J, Ye W M, Chen B. Effect of synthetic Beishan site water and cement solutions on the mineralogy and microstructure of compacted Gaomiaozi (GMZ) bentonite. Soil and Foundation, 2019, 59(6): 2056–2069

[47]

An R, Zhang X W, Kong L W, Liu X Y, Chen C. Drying−wetting impacts on granite residual soil: A multi-scale study from macroscopic to microscopic investigations. Bulletin of Engineering Geology and the Environment, 2022, 81(10): 447

[48]

Keating K, Knight R. A laboratory study to determine the effect of iron oxides on proton NMR measurements. Geophysics, 2007, 72(1): 27–32

[49]

Stingaciu L R, Weihermüller L, Haber-Pohlmeier S, Stapf S, Vereecken H, Pohlmeier A. Determination of pore size distribution and hydraulic properties using nuclear magnetic resonance relaxometry: A comparative study of laboratory methods. Water Resources Research, 2010, 46(11): 2009WR008686

[50]

Bian X, Zhang W, Li X Z, Shi X S, Deng Y F, Peng J. Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting−drying cycles. Acta Geotechnica, 2022, 17(11): 5043–5057

[51]

Yang G S, You Z Y, Wu D, Zhao L Q. Experimental study on the relation of undisturbed loess pore size distribution and mechanical property under freezing-thawing environment. Coastal Engineering, 2019, 51(3): 107–112

[52]

Matteson A, Tomanic J P, Herron M M, Allen D F, Kenyon W E. NMR relaxation of clay/brine mixtures. SPE Reservoir Evaluation & Engineering, 2000, 3(5): 408–413

[53]

LiZ MZengW XGaoM L. Nuclear magnetic resonance test and analysis on water phase of the ultra-soft soil under different load level and rate. Acta Physica Sinica, 2014, 63(1): 018202 (in Chinese)

[54]

Zhou R, Bai B, Chen L, Zong Y C, Wu N. A granular thermodynamic constitutive model considering THMC coupling effect for hydrate-bearing sediment. Ocean Engineering, 2024, 310: 118689

[55]

Song Z Y, Zhang Z H. Shear strength equation of soils in a wide suction range under various initial void ratios. Vadose Zone Journal, 2024, 23(5): e20368

RIGHTS & PERMISSIONS

Higher Education Press

AI Summary AI Mindmap
PDF (3608KB)

992

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/