Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/8028
Title: Soil Improvement using Microbial Induced Calcium Precipitate: A Review
Authors: Lawal, Sadiya
Alhassan, Musa
Alhaji, Mustapha Mohammed
Keywords: Microbial induced calcite precipitate, Microbial metabolic process, Soil cementation, Soil improvement, Stabilization
Issue Date: 2020
Publisher: Proceeding of 2nd International Civil Engineering Conference, Department of Civil Engineering, Federal University of Technology, Minna, Nigeria
Citation: Lawal, S., Alhassan, M. and Alhaji, M. M. (2020). Soil Improvement using Microbial Induced Calcium Precipitate: A Review, Proceeding of 2nd International Civil Engineering Conference, Department of Civil Engineering, Federal University of Technology, Minna, Nigeria, pp. 163-169.
Abstract: This paper represents a review on the use of Microbial Induced Calcium Precipitate (MICP) as a method of soil improvement, its metabolic processes and biomineralization. Soil improvement is targeted mainly at increasing the engineering properties of any soil. Various methods of soil improvement has evolved as a result of increasing demand of infrastructural development occasioned by rapid industrialization and population growth. Most of the known soil improvement methods rely greatly on mechanical or man-made materials which require ample amount of energy for production, installation, and are often costly, coupled with environmental as well as health issues. MICP is a bioactivity which involves the introduction of calcite forming microorganism (bacteria) and cementitious reagent into soil matrix which forms a cement compound within the soil, thus improving its engineering properties. The reviewed studies showed that MICP can significantly improve strength properties of deficient soils.
URI: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/8028
Appears in Collections:Civil Engineering

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