Buildings (May 2025)

Study on the Strength Characteristics and Microscopic Structure of Artificial Structural Loess

  • Yao Zhang,
  • Jianxiang Qin,
  • Gang Li,
  • Minghang Shao,
  • Shuaifeng Gao

DOI
https://doi.org/10.3390/buildings15111761
Journal volume & issue
Vol. 15, no. 11
p. 1761

Abstract

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The structure, strength, and deformation characteristics of artificial structural loess can be manually controlled, which has significant advantages in scientific research on loess. By preparing and testing artificial structured loess, the natural properties of structured loess can be better investigated and studied. In this paper, the influence of varying moisture contents and additive dosages on artificial structured loess strength characteristics through triaxial shear tests were analyzed. The moisture content and additive dosage reflecting the structural properties of natural loess were obtained. Based on the microscopic test results, the mineral components, micromorphology, and pore characteristics of artificial structural loess were analyzed, and the mechanism of the structural evolution of loess under mechanical action was revealed. The results show that the minimum differences in the peak strength between W16-Y2.0C2.0 and undisturbed soil under confining pressures of 50, 100, and 200 kPa are 6.481 kPa, 7.676 kPa, and 4.912 kPa, respectively. The minimum differences in the cohesion and inner friction angle between W16-Y2.0C2.0 and undisturbed soil are 2 kPa and 0.2°, respectively, indicating that W16-Y2.0C2.0 is the optimal structural soil with a structural strength closest to that of undisturbed soil. Compared with the undisturbed loess, the content of calcite in the artificial structure loess increases from 9.8% to 11.2%, the proportion of plagioclase decreases from 20.5% to 17.4%, amphibole is consumed completely, and 2.1% of halite is generated. Furthermore, the pores of structured soil exhibit a three-peak distribution and are divided into four types, including micropores (≤0.02 μm), small pores (0.02~0.21 μm), medium pores (0.21~13.5 μm), and large pores (≥13.5 μm). When the pressure increases from 50 kPa to 200 kPa, micropores increase by 4.67%, small pores increase by 4.97%, medium pores decrease by 2.4%, and large pores decrease by 7.24%. The trend of pore structure changes in W16-Y2.0C2.0 is similar to that of undisturbed loess. The research results provide a reference for preparing and applying artificial structural loess.

Keywords