Improving the strength of sandy soils via ureolytic CaCO<sub>3</sub> solidification by <i>Sporosarcina ureae</i>
-
Published:2018-07-18
Issue:14
Volume:15
Page:4367-4380
-
ISSN:1726-4189
-
Container-title:Biogeosciences
-
language:en
-
Short-container-title:Biogeosciences
Author:
Whitaker Justin MichaelORCID, Vanapalli Sai, Fortin Danielle
Abstract
Abstract. “Microbially induced carbonate precipitation” (MICP) is a biogeochemical
process that can be applied to strengthen materials. The hydrolysis of urea
by microbial catalysis to form carbonate is a commonly studied example of
MICP. In this study, Sporosarcina ureae, a ureolytic organism, was
compared to other ureolytic and non-ureolytic organisms of Bacillus
and Sporosarcina genera in the assessment of its ability to produce
carbonates by ureolytic MICP for ground reinforcement. It was found that
S. ureae grew optimally in alkaline (pH ∼ 9.0)
conditions which favoured
MICP and could degrade urea (units U mL−1 represent µmol min−1 mL OD600)
at levels (30.28 U mL−1) similar to S. pasteurii (32.76 U mL−1), the
model ureolytic MICP organism. When cells of S. ureae were concentrated
(OD600 ∼ 15–20) and mixed with cementation medium
containing 0.5 M calcium chloride (CaCl2) and urea into a model sand,
repeated treatments (3 × 24 h) were able to improve the confined direct shear
strength of samples from 15.77 kPa to as much as 135.80 kPa. This was more
than any other organism observed in the study. Imaging of the reinforced
samples with scanning electron microscopy and energy-dispersive spectroscopy
confirmed the successful precipitation of calcium carbonate (CaCO3)
across sand particles by S. ureae. Treated samples were also tested
experimentally according to model North American climatic conditions to
understand the environmental durability of MICP. No statistically significant
(p < 0.05, n= 3) difference in strength was observed for samples
that underwent freeze–thaw cycling or flood-like simulations. However, shear
strength of samples following acid rain simulations fell to 29.2 % of
control MICP samples. Overall, the species S. ureae was found to be
an excellent organism for MICP by ureolysis to achieve ground strengthening.
However, the feasibility of MICP as a durable reinforcement technique is
limited by specific climate conditions (i.e. acid rain).
Publisher
Copernicus GmbH
Subject
Earth-Surface Processes,Ecology, Evolution, Behavior and Systematics
Reference71 articles.
1. Achal, V., Mukherjee, A., Basu, P. C., and Reddy, M. S.: Strain
improvement of Sporosarcina pasteurii for enhanced urease and
calcite production, J. Ind. Microbiol. iot., 36, 981–988,
https://doi.org/10.1007/s10295-009-0578-z, 2009. 2. Achal, V., Abhijit, M., and Reddy, M. S.: Characterization of Two
Urease-Producing and Calcifying Bacillus spp. Isolated from Cement, J.
Microbiol. Biotech., 20, 1571–1576, https://doi.org/10.4014/jmb.1006.06032, 2010. 3. Addadi, L., Raz, S., and Weiner, S.: Taking Advantage of Disorder: Amorphous
Calcium Carbonate and Its Roles in Biomineralization, Adv. Mater., 15,
959–970, https://doi.org/10.1002.adma.200300381, 2003. 4. Al Qabany, A., Soga, K., and Santamarina, C.: Factors affecting
efficiency of microbially induced calcite precipitation, J. Geotech.
Geoenviron., 138, 992–1001,
https://doi.org/10.1061/(ASCE)GT.1943-5606.0000666, 2012. 5. Anthony, J. W., Bideaux, R. A., Bladh, K. W., and Nichols, M. C.:
Borates, Carbonates, Sulfates, in: Handbook of Mineralogy,
Chantilly, VA: Mineralogical
Society of America, 5, available
at: http://www.handbookofmineralogy.org (last access: May 2018), 2003.
Cited by
26 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
|
|