Technical Papers
Aug 17, 2023

Suitability of Various Ureolytic Microbes for Potential Soil Strengthening via Biocementation

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 28, Issue 1

Abstract

Biocementation or microbially induced calcium carbonate precipitation (MICP) is a feasible biochemical process in enhancing the behavior of geomaterial, that is, soil strengthening and/or remediation. This biochemical process encounters several biotic and abiotic challenges while implementing it in real field conditions. With this, the present study aims to investigate the efficiency and suitability of different ex situ and in situ ureolytic microbes in enhancing the geotechnical properties of the sand in different environmental conditions. The studies of MICP revealed a hindrance of microbial growth and ureolytic enzyme activity of one ex situ strain of S. pasteurii in the prevailing soil anoxic (air restrict) or anaerobic condition. The hindrance was the major reason for the minimal amount of precipitation and no strength gain in the biomodified sample. In contrast, high compressive strength was achieved with an abundant amount of precipitation for the sample catalyzed by another strain of S. pasteurii and isolated Proteus species. The results showed that the specific urease activity varies substantially pertaining to the type of microbes in similar chemical and environmental conditions which directly impact the biomineral precipitation and the rate of strength enhancement. The whole study recommends two major tools, that is, the value of specific urease activity and the ureolysis rate in the prevailing soil condition to compute the suitability of the ureolytic microbe for a successful MICP implementation.

Practical Applications

Microbially induced calcium carbonate precipitation (MICP) via ureolysis is a cost-effective, ecofriendly biochemical process that helps strengthen or remediate the geomaterial. In this process, the ureolytic microbes precipitate the carbonate biomineral in the soil pore and bridge the soil particles which helps in soil strengthening. Isolating and stimulating the native ureolytic microbes is preferable to successfully implement the MICP process in real field conditions. In addition, it is essential to analyze the suitability or efficiency of ureolytic microbes in the MICP process since the type of ureolytic microbes affects the biomineral precipitation activity and also the soil enhancement process. This study isolated four unique native ureolytic microbes from the soil and investigated their efficiency for soil strengthening. The investigation suggests using the isolated facultative ureolytic microbes during MICP field implementation since most of the soil strengthening or remediation is in the subsurface with low or no oxygen availability. For this, feasible stepwise isolation and selection of the ureolytic microbes process are provided to further use it either in soil strengthening or remediation. The study also provides two major parameters to choose the suitability of microbes, that is, the specific enzyme/ureolytic activity unit and the enzyme activity in the prevailing soil environmental conditions for MICP implementation.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The author is thankful to Prof Dali Naidu Arnepalli of the Department of Civil Engineering at IIT Madras for his supervision and guidance.

Notation

The following symbols are used in this paper:
%
percentage;
(v/v)
volume/volume;
(w/v)
weight/volume;
µmole
micromole;
ATCC
American Type Culture Collection;
Cc
coefficient of gradation;
Cu
coefficient of uniformity;
D50
average particle diameter;
EDX
energy dispersive X-ray;
ES1
Ennore fine-sand;
FTIR
Fourier-transform infrared spectroscopy analysis;
g
gram;
IMViC
indole test, methyl red test, Voges–Proskauer test, and citrate utilization test;
KSP
solubility product;
L
liter;
M
Molar;
MICP
microbially induced calcium carbonate;
min
minute;
mL
milliliter;
mM
millimolar;
mm
millimeter;
NBU
nutrient broth urea;
NCIM
National Collection of Industrial Microorganisms;
O/F
oxidation/fermentation test;
OD600
optical density at 600 nm;
PS1
Proteus species;
rpm
revolution per minute;
SEM
scanning electron microscopy;
SP
poorly graded sand;
SP1
S. pasteurii (NCIM);
SP2
S. pasteurii (ATCC);
TGA
thermogravimetric analysis;
U
unit;
UCS
unconfined compressive strength; and
XRD
X-ray diffraction.

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Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 28Issue 1January 2024

History

Received: Jan 4, 2023
Accepted: Jun 29, 2023
Published online: Aug 17, 2023
Published in print: Jan 1, 2024
Discussion open until: Jan 17, 2024

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Postdoctoral Fellow, Dept. of Civil Engineering, Indian Institute of Technology, Dhanbad 826004, India. ORCID: https://orcid.org/0000-0002-8838-420X. Email: [email protected]; [email protected]

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