Experimental study on microbial-induced mineral phase transformation and its improvement of swell-shrink properties of expansive soil
This study evaluates the effects of microbial processes in improving the swelling and shrinking properties of expansive soil. Elemental microanalysis, X-ray diffraction, Fourier-transform infrared spectroscopy and soil swelling-shrinkage tests were conducted to explore the changes in composition, content and structure of the mineral aggregate of expansive soil in bio-mediated treatment process, as well as the effects of microbial-induced mineral phase transformations on the swelling and shrinking characteristics of the soil. The experimental results indicate that cations Si<sup>4+</sup>, Al<sup>3+</sup>, K<sup>+</sup>, and Mg<sup>2+</sup> in the microbial-soil reaction liquid continuously leached out over time. Notably, the concentration of K<sup>+</sup> exhibited an initial increase followed by a decrease, reaching a peak at 14 days. The Si-O, Al-O and -OH bonds within montmorillonite crystals were also affected. It was suggested that K<sup>+</sup> ions entered the interlayers of montmorillonite crystals, disrupting their structures. After 14 days of microbial activity, an illite-smectite mixed-layer peak appeared at 2<italic>θ</italic> = 9.882° in the expansive soil samples, and an illite peak was observed at 2<italic>θ</italic> = 48.07° after 28 days. Calculations using the K-value method proved a decrease in montmorillonite content and an increase in illite content. The free swelling rate and load swelling rate of the expansive soil decreased by 69.01% and 24.04%, respectively; the linear shrinkage rate and volumetric shrinkage rate decreased by 32.9% and 30.98%, respectively. The study reveals that <italic>Paenibacillus mucilaginosus</italic> effectively promotes the transformation of montmorillonite to illite and improves the swelling and shrinking properties of expansive soil, which provides a novel approach towards modifying some engineering properties of soils.
Authors
- Shijie Shan
- Zhenyu Li (ORCID: https://orcid.org/0000-0003-2112-9834)
- Hang Zhu
- Kun Lin
Publication Details
- Journal
- Chinese Journal of Rock Mechanics and Engineering
- Published
- 2025-01-01
- DOI
- https://doi.org/10.3724/1000-6915.jrme.2024.0437
- Citations
- 1
- Primary Topic
- Grouting, Rheology, and Soil Mechanics
- Type
- article
- Field-Weighted Citation Impact
- 0.95
Funders
- National Natural Science Foundation of China