Experimental study on creep and long-term strength characteristics of expansive soil improved by the MICP method
Author:
Funder
the National Natural Science Foundation of China
Hunan Provincial Innovation Foundation for Postgraduate
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12517-024-12009-z.pdf
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2. Bandopadhyay A, Giri D (2023) Improvement of expansive soils mixed with red mud and phosphogypsum. Arab J Geosci 16:322. https://doi.org/10.1007/s12517-023-11384-3
3. Bao S, Di J, Dong Y et al (2024) Experimental study on the effect of cementation curing time on MICP bio-cemented tailings. Constr Build Mater 411:134263. https://doi.org/10.1016/j.conbuildmat.2023.134263
4. Bernardi D, DeJong JT, Montoya BM, Martinez BC (2014) Bio-bricks: biologically cemented sandstone bricks. Constr Build Mater 55:462–469. https://doi.org/10.1016/j.conbuildmat.2014.01.019
5. Cheng YJ, Tang CS, Pan XH et al (2021) Application of microbial induced carbonate precipitation for loess surface erosion control. Eng Geol 294:106387. https://doi.org/10.1016/j.enggeo.2021.106387
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