journal article·2026-03-01

Study on the Mechanical Properties and Microstructural Characterization of Sand-Clay Mixtures Using Nuclear Magnetic Resonance

Ying Wang, Qiongya Wang, Yun Dong, Shaoqi Xue, Shuzhan Wang, Ningbo Peng, Wenhu Gu, Jiarui Chen

Journal of Testing and Evaluation· Volume 54· Issue 2
Publisher page

Abstract

ABSTRACT To quantitatively reveal the complex mechanical and microstructural characteristics of sand-clay mixtures, a series of studies were conducted on different sand-clay proportions (sand content of 0 %, 15 %, 30 %, 45 %, and 60 %) using nuclear magnetic resonance testing and nonconsolidated and undrained triaxial shear tests. This research characterized microstructural index including porosity, pore size distribution, pore throat distribution, and pore fractal dimension, as well as the cohesion and internal friction angle of the sand-clay mixtures. It established quantitative relationships between the characterized microstructural parameters and the corresponding macroscopic mechanical properties. Results showed that porosity decreased progressively with increasing sand content in the mixture. Based on the T2 spectrum, the pores in the mixture were categorized as micropores, mesopores, and macropores, with pore sizes ranging from 0.002 to 0.07 μm, 0.15 to 1.5 μm, and 1.5 to 30 μm, respectively. With increasing sand content, micropores decreased while mesopores and macropores increased proportionally, with the proportion of micropores being the highest, exceeding 60 %. With increasing sand content, the small fractal dimension of pores in the sand-clay mixture increased, whereas the large fractal dimension decreased, indicating an increasing nonuniformity of small pores and a reduction in the nonuniformity of large pores. The increase in sand content significantly reduced the axial deviator stress of the sand-clay mixture. Additionally, a consistent rise in the internal friction angle corresponding to higher sand content, whereas the cohesion significantly decreased. The clay effectively filled the voids between sand particles and acted as a bridging agent between sand particles, thereby significantly reducing the proportion of large pores and increasing the cohesion of the specimens. These findings provide a scientific basis for systematic characterization of multiscale properties in sand-clay mixtures, from microstructural features to macroscopic behavior.
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Research context

OpenAlex topics: Geotechnical Engineering and Soil Mechanics · Soil and Unsaturated Flow · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology 1 , No. 89, Beijing North Rd., Qingjiangpu District, Huai’an City, Jiangsu Province 223001 ,

The Jinan Licheng Bureau of Yellow River 2 , No. 1-1, Daqiao Rd., Licheng District, Jinan City, Shandong Province 250108 ,

Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology 3 , No. 89, Beijing North Rd., Qingjiangpu District, Huai’an City, Jiangsu Province 223001 ,

Shandong Survey and Design Institute of Water Conservancy Co., Ltd. 4 , No. 121, Lichuan Rd., Lixia District, Jinan City, Shandong Province 250014 ,

Funding

Basic science (Natural science) research project of colleges and universities in Jiangsu Province · Research start-up fund for talents introduction of Huaiyin Institute of Technology · Outstanding PhD from Universities in Huaian under the Huai Shang Talent Plan

References (34)

Show source-provided references
1. Influences of Low Fines Content and Fines Mixing Ratio on the Undrained Static Shear Strength of Sand-Silt-Clay Mixtures10.1080/19648189.2020.1813206 ↗
2. Liquefaction and Post-liquefaction Properties of Sand-Silt Mixtures and Undisturbed Silty Sands10.1016/j.sandf.2019.09.005 ↗
3. Experimental Investigation on Undrained Shear Behavior of Overconsolidated Sand-Silt Mixtures: Effect of Sample Reconstitution10.1520/GTJ20140183 ↗
4. Compressibility and Small Strain Stiffness of Kaolin Clay Mixed with Varying Amounts of Sand10.1007/s12205-016-1787-4 ↗
5. Sand Fraction Effect on Hydro-mechanical Behavior of Sand-Clay Mixture10.1016/j.clay.2016.10.017 ↗
6. A Comprehensive Experimental Study on the Monotonic Behavior of Clay-Sand Mixtures10.1007/s12517-020-05449-w ↗
7. Effect of Compaction Conditions and Fines Content on Cyclic Undrained Strength of Saturated Soils10.1016/j.soildyn.2018.04.029 ↗
8. One-Dimensional Compression Behavior of Calcareous Sand and Marine Clay Mixtures10.1061/(ASCE)GM.1943-5622.0001763 ↗
9. Pressure Loading Histories and Clay Fraction Effects on the Static and Dynamic Elastic Properties of Sand-Clay Synthetic Sediments10.1016/j.powtec.2019.01.033 ↗
10. Influence of Fines Content on Liquefied Strength of Silty Sands10.1016/j.soildyn.2013.09.008 ↗
11. The Assessment of Porosity and Pore Size Distribution of Limestone Portland Cement Pastes10.1016/j.conbuildmat.2008.08.028 ↗
12. Microstructure-Based Estimation of Unsaturated Shear Strength from Simple Evaporation Test10.1007/s10064-023-03340-y ↗
13. Influence of Clay Fraction on the Shear Behavior of an Interface between Sand-Clay Mixture and Concrete10.1016/j.gete.2024.100543 ↗
14. Polymer-Modified Microbially Induced Carbonate Precipitation for One-Shot Targeted and Localized Soil Improvement10.1007/s11440-018-0757-z ↗
15. Pore Structure Evolution Due to Loess Collapse: A Comparative Study Using MIP and X-ray Micro-CT10.1016/j.geoderma.2022.115955 ↗
16. X-ray Microtomography Analysis of Soil Pore Structure Dynamics under Wetting and Drying Cycles10.1016/j.geoderma.2019.114103 ↗
17. Mechanism of Shear Strength Deterioration of Soil-Rock Mixture after Freeze–Thaw Cycles10.1016/j.coldregions.2022.103585 ↗
18. Evolution of Micro-damage and Degradation of Macro-mechanical Properties of Sandstone Due to Thermal Effects10.1007/s10064-023-03094-7 ↗
19. Microstructure Evolution of Loess under Multiple Collapsibility Based on Nuclear Magnetic Resonance and Scanning Electron Microscopy10.1007/s11629-021-6838-8 ↗
20. Shrinkage Behavior of Compacted Bentonite Considering Physicochemical Effects10.1016/j.scitotenv.2023.167547 ↗
21. Freeze-Thaw Damage Evolution of Fractured Rock Mass Using Nuclear Magnetic Resonance Technology10.1016/j.coldregions.2019.102951 ↗
22. Effects of Dry-Wet Cycles on Compacted Loess: From Macroscopic to Microscopic Investigation10.1080/19648189.2023.2254829 ↗
23. Deterioration of Fresh Sandstone Caused by Experimental Freeze-Thaw Weathering10.1016/j.coldregions.2023.103956 ↗
24. Damage Constitutive Prediction Model for Rock under Freeze–Thaw Cycles Based on Mesoscopic Damage Definition10.1016/j.engfracmech.2023.109685 ↗
25. Characterization of Unfrozen Water in Highly Organic Turfy Soil during Freeze-Thaw by Nuclear Magnetic Resonance10.1016/j.enggeo.2022.106937 ↗
26. Estimating Irreducible Water Saturation and Permeability of Sandstones from Nuclear Magnetic Resonance Measurements by Fractal Analysis10.1016/j.marpetgeo.2019.07.037 ↗
27. Pore Characterization and Clay Bound Water Assessment in Shale with a Combination of NMR and Low-Pressure Nitrogen Gas Adsorption10.1016/j.coal.2018.05.003 ↗
28. Characterization of Shear Behavior and Damage Mechanism of Periodic Thermal Loading Sandstone Based on NMR Technique10.1016/j.enggeo.2023.107272 ↗
29. Fractal Analysis of Pore Network in Tight Gas Sandstones Using NMR Method: A Case Study from the Ordos Basin, China10.1021/acs.energyfuels.7b01007 ↗
30. Factors Affecting Pore Structure of Granite under Cyclic Heating and Cooling: A Nuclear Magnetic Resonance Investigation10.1016/j.geothermics.2021.102198 ↗
31. The Influence of Mixing Orders on the Microstructure of Artificially Prepared Sand-Clay Mixtures10.1155/2021/8552224 ↗
32. A Procedure to Prepare Sand–Clay Mixture Samples for Soil–Structure Interface Direct Shear Tests10.3390/app11125337 ↗
33. Effect of Particle Size Ratio and Volume Fraction on Shear Strength of Binary Granular Mixture10.1007/s10035-011-0292-1 ↗
34. Behavior of Marine Sand-Clay Mixtures under Static and Cyclic Triaxial Shear10.1061/(ASCE)1090-0241(2005)131:2(213) ↗