BIO-CEMENTATION TREATMENT FOR STRENGTHENING SANDY SOILS

Authors

  • Dr. Eswara Veera Raghava Rao ,Ms. Soumya Pandey

Keywords:

Bio-cementation, Microbially Induced Calcite Precipitation (MICP), Sandy soils, Soil stabilization, Calcium carbonate precipitation, Ground improvement, Shear strength, Permeability, Environmental geotechnology, Ureolytic bacteria.

Abstract

Bio-cementation, also known as microbially induced calcite precipitation (MICP),has emerged as a sustainable and environmentally friendly ground-improvement technique forenhancing the mechanical behavior of sandy soils. This paper explores the scientific principles, microbial pathways, engineering applications

References

DeJong, J. T., Mortensen, B. M., Martinez, B. C., & Nelson, D. C. (2010). Bio-mediated soil improvement. Ecological Engineering, 36(2), 197–210.

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Published

2024-01-20

How to Cite

Dr. Eswara Veera Raghava Rao ,Ms. Soumya Pandey. (2024). BIO-CEMENTATION TREATMENT FOR STRENGTHENING SANDY SOILS. Journal of Computational Analysis and Applications (JoCAAA), 33(1A), 834–840. Retrieved from https://eudoxuspress.com/index.php/pub/article/view/4520

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Articles