Effects of clay grains on the shear properties of unsaturated loess and microscopic mechanism

Different clay grains affect the structural strength of loess through the cementation of skeletal particles. This study investigates both clay-clay grains and quartz-clay grains. Clay-clay grains mixed loess (CM-L) and quartz-clay grains loess (Q-L) samples were prepared, and their unsaturated shear properties analyzed. X-ray diffractometry (XRD) analysis was conducted to determine the types and proportions of clay grains. Ball mill grinding and laser particle size analysis were employed to ensure comparable sizes of clay grains, while mercury intrusion porosimetry (MIP) tests confirmed similar pore characteristics. Scanning electron microscope (SEM) and unsaturated triaxial consolidation and drainage tests explored the impact of different clay grains on loess shear characteristics, assessing both microscopic and macroscopic performance. The results indicate that CM-L loess exhibits higher cohesion and a lower internal friction angle at the same matric suction level. The cohesion and internal friction angle of both CM-L and Q-L loess exhibit a linear relationship within the range of 50-200 kPa matrix suction. The cohesive force ranges for CM-L and Q-L loess are 60.31-80.07 kPa and 43.01-69.60 kPa, respectively, while the ranges for internal friction angles are 19.95°-19.59° and 25.91°-25.06°, respectively. Compared to Q-L loess, CM-L loess exhibits an average difference in cohesion of 23.18 kPa and in internal friction angle of -5.72°. The microscopic variation in shear strength can be attributed to the "fish scale-like" interlocking state between clay-clay grains and the "tower-like" scattering arrangement of quartz-clay grains. In conclusion, the effect of different clay-grain types on the shear strength of loess varies significantly. The present study elucidates the relationship between the influence of different clay grains on the mechanical properties of loess and their microscopic structural characteristics, thereby providing crucial data for investigating the microscopic effects on the structural strength of loess.

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Publication Details

Journal
Scientific Reports
Published
2024-09-30
DOI
https://doi.org/10.1038/s41598-024-73413-9
Citations
4
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
1.04
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article

Effects of clay grains on the shear properties of unsaturated loess and microscopic mechanism

Guanxiong Ren, Shuairun Zhu, Qing Li, Libing Du et al.
4 citations
Scientific Reports
Soil and Unsaturated Flow
1.04
article

Effects of clay grains on the shear properties of unsaturated loess and microscopic mechanism

Guanxiong Ren, Shuairun Zhu, Qing Li, Libing Du, Ping Cheng, Shengzhe Zhao, Jianing Hao
article en
4 citations

Abstract

Different clay grains affect the structural strength of loess through the cementation of skeletal particles. This study investigates both clay-clay grains and quartz-clay grains. Clay-clay grains mixed loess (CM-L) and quartz-clay grains loess (Q-L) samples were prepared, and their unsaturated shear properties analyzed. X-ray diffractometry (XRD) analysis was conducted to determine the types and proportions of clay grains. Ball mill grinding and laser particle size analysis were employed to ensure comparable sizes of clay grains, while mercury intrusion porosimetry (MIP) tests confirmed similar pore characteristics. Scanning electron microscope (SEM) and unsaturated triaxial consolidation and drainage tests explored the impact of different clay grains on loess shear characteristics, assessing both microscopic and macroscopic performance. The results indicate that CM-L loess exhibits higher cohesion and a lower internal friction angle at the same matric suction level. The cohesion and internal friction angle of both CM-L and Q-L loess exhibit a linear relationship within the range of 50-200 kPa matrix suction. The cohesive force ranges for CM-L and Q-L loess are 60.31-80.07 kPa and 43.01-69.60 kPa, respectively, while the ranges for internal friction angles are 19.95°-19.59° and 25.91°-25.06°, respectively. Compared to Q-L loess, CM-L loess exhibits an average difference in cohesion of 23.18 kPa and in internal friction angle of -5.72°. The microscopic variation in shear strength can be attributed to the "fish scale-like" interlocking state between clay-clay grains and the "tower-like" scattering arrangement of quartz-clay grains. In conclusion, the effect of different clay-grain types on the shear strength of loess varies significantly. The present study elucidates the relationship between the influence of different clay grains on the mechanical properties of loess and their microscopic structural characteristics, thereby providing crucial data for investigating the microscopic effects on the structural strength of loess.

Scientific ReportsVol. 14(1)
Southwest Petroleum University (CN), Chengdu University of Technology (CN), Sichuan Institute of Building Research (CN), Sichuan College of Architectural Technology
Openalex Percentile: Top 25%
Soil and Unsaturated Flow
1.04
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