Study on Shear Behavior and Mechanism Based on Shear Functional Unit of Loess Microstructure

Zhitao Hao, Xi’an Li (), Rongrong Gao, Wang Yao, Yukun Wang, Wenqi Zhao and Hongbo Sang
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Zhitao Hao: College of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China
Xi’an Li: College of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China
Rongrong Gao: College of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China
Wang Yao: School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Yukun Wang: College of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China
Wenqi Zhao: College of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China
Hongbo Sang: College of Geological Engineering and Geomatics, Chang’an University, Xi’an 710054, China

Sustainability, 2023, vol. 15, issue 14, 1-18

Abstract: The structural specificity and hydrological sensitivity of loess have a strong impact on its long-term stability and safety. This topic is being actively researched and focuses on the macromechanical behavior of the shear strength of loess disturbed and its micromechanisms from the perspective of the dry–wet cycle (especially involving soluble salt erosion). In this paper, the correlation between micro-structural shear functional units and macroscopic degradation behavior was established by combining the changes in physicochemical properties of mass loss, surface cracking, strength deterioration, and structural disturbance of the loess with scanning electron microscopy (SEM) microscopic images in different dry–wet cycles and different salt contents. Results revealed that with the increase in dry–wet cycles and salt content, the mass loss of soil deteriorated and the surface crack rate increased. The cohesion of soil showed an overall decreasing trend, which decreased more obviously in the early stage of the dry–wet cycle, followed by a slow decrease, and tended to be constant after nine dry–wet cycles. However, the internal friction angle increased and then decreased during the whole cycle, and its value generally changed little. According to the deterioration and decay of shear strength, it can be concluded that the structural disturbance of loess increased with the increase in dry–wet cycles and salt content. At the same time, further linear quantization fitting of the structural disturbance parameters showed that the structural parameters had a positive correlation with salt content and a power function with dry–wet cycles, where dry–wet cycles seemed to play a dominant role in the loess structural deterioration rather than salt content. The microscopic study demonstrates that the dry–wet cycles and salt content do not directly affect the cohesion and internal friction angle of soil but change the basic shear structural unit of aggregate and then cause an essential impact on c and φ, which in turn have an essential impact on soil strength attenuation. This paper not only helps to elucidate the essence of water–soil–salt structural interactions but also provides theoretical references for sustainable development research in environmental engineering, geological engineering, and other related fields.

Keywords: dry–wet cycles; salt erosion; soil strength attenuation; structural disturbance; shear basic structural units (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2023
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