Biocementation Potential of Tropical Residue Soil Infused with Facultative Anaerobe Bacteria

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Abstract:

Biomediated soil improvement, a promising new branch of microbial geotechnology; which involved multi disciplines has successfully attracted abundant attentions among researchers, geotechnical engineers, and other industries practitioners. Few of the researches were conducted to examine the potential implementation of this technique on tropical residue soil. However, the uncertainties outcomes and inconsistency of bio mediated soil improvement, especially on the clayed soil have made this technique remained at the laboratory stage. Therefore, this paper intended to provide better understanding of this technique by investigating the relation between the bacteria, cementation reagents, and tropical residue soil. The residual soil was mixed with facultative anaerobe bacteria, Bacillus Subtilis before it was compacted into a prefabricated PVC mould. The soil samples were treated with different treatment condition such as (1) control or untreated, (2) treated with cementation solution, (3) treated with bacteria only, and (4) treated with bacteria and Cementation reagent. A worth noting finding showed that the sample treated with bacteria and nutrient only has produced the highest increment of shear strength. This phenomenon might have been caused by the effect of the chemical reagent to the mineralogy of residue soil. The presence of the chemical reagents is believed to have weakened the shear strength of the tropical residual soil.

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[1] N., Soon, et al.: Factors Affecting Improvement in Engineering Properties of Residual Soil through Microbial-Induced Calcite Precipitation, Journal of Geotechnical and Geoenvironmental Engineering, (2014) 140(5): p.04014006.

DOI: 10.1061/(asce)gt.1943-5606.0001089

Google Scholar

[2] L.A., Van Paassen, et al.: Potential soil reinforcement by biological denitrification. Ecological Engineering, (2010) 36(2): pp.168-175.

DOI: 10.1016/j.ecoleng.2009.03.026

Google Scholar

[3] J.T., DeJong, et al.: Bio-mediated soil improvement, Ecological Engineering, (2010) 36(2): pp.197-210.

Google Scholar

[4] M., Naeimi, et al.: Development of Microbial Geotechnology in Singapore, Geo-Frontiers (2011) pp.4070-4078.

Google Scholar

[5] V., Ivanov, et al: Iron-Based Bio-Grout For Soil Improvement and Land Reclamation, Second International Conference on Sustainable Construction Materials and Technologies, (2010), The University of Wisconsin Milwaukee Centre.

Google Scholar

[6] N.W., Soon, et al.: Improvements in Engineering Properties of Soils Through Microbial - Induced Calcite Precipitation, KSCE Journal of Civil Engineering, (2013) 17(4): pp.1-11.

DOI: 10.1007/s12205-013-0149-8

Google Scholar

[7] J., DeJong, M. Fritzges, and K. Nüsslein: Microbially Induced Cementation to Control Sand Response to Undrained Shear, Journal of Geotechnical and Geoenvironmental Engineering, (2006) 132(11): pp.1381-1392.

DOI: 10.1061/(asce)1090-0241(2006)132:11(1381)

Google Scholar

[8] W.S., Ng, M.L. Lee, and S.L. Hii: An Overview of the Factors Affecting Microbial-Induced Calcite Precipitation and its Potential Application in Soil Improvement, World Academy of Science, Engineering and Technology, (2012).

Google Scholar

[9] M.L., Lee, W.S. Ng, and Y. Tanaka: Stress-deformation and compressibility responses of bio-mediated residual soils, Ecological Engineering, (2013) 60(0): pp.142-149.

DOI: 10.1016/j.ecoleng.2013.07.034

Google Scholar

[10] C.W., Chou, Seagren E.A.,A.H., and Lai,M. (2011): Biocalcification of sand through ureolysis, J. Geotech. Geoenviron. Eng., 10. 1061/(ASCE). GT. 1943-5606. 0000532, 1179-1189.

DOI: 10.1061/(asce)gt.1943-5606.0000532

Google Scholar