Abstract

In the current study, a novel ecofriendly soil biostabilizer was produced based on microbial-induced calcite precipitation. An aqueous solution of carbonate ions was produced by utilizing Sporoscarcina pasteurii bacteria under laboratory conditions. Natural zeolite was then utilized to remove the ammonium ions from the aqueous solution in order to prevent any harm from the ammonium ions to the soil environment, including vegetation and groundwater resources. It was observed that injection of calcium chloride followed by ammonium-free carbonate-producing bacteria increased the unconfined compressive strength of the soil. The scanning electron microscope image and energy dispersive X-ray spectroscopy spectra clearly showed that calcite crystals are precipitated at the soil pore, thus providing high soil strength. The calcium carbonate measurement exhibited homogeneous distribution of calcite along the length of the soil specimen.

References

1.
Akiyama
,
M.
and
Kawasaki
,
S.
,
2012
, “
Novel Grout Material Comprised of Calcium Phosphate Compounds: In Vitro Evaluation of Crystal Precipitation and Strength Reinforcement
,”
Eng. Geol.
, No.
125
, pp. 
119
128
, https://doi.org/10.1016/j.enggeo.2011.11.011
2.
Al Qabany
,
A.
,
Soga
,
K.
, and
Santamarina
,
C.
,
2012
, “
Factors Affecting Efficiency of Microbially Induced Calcite Precipitation
,”
J. Geotech. Geoenviron. Eng.
, Vol. 
138
, No. 
8
, pp. 
992
1001
, https://doi.org/10.1061/(ASCE)GT.1943-5606.0000666
3.
Burgess
,
R. M.
,
Perron
,
M. M.
,
Cantwell
,
M. G.
,
Ho
,
K. T.
,
Serbst
,
J. R.
, and
Pelletier
,
M. C.
,
2004
, “
Use of Zeolite for Removing Ammonia and Ammonia-Caused Toxicity in Marine Toxicity Identification Evaluations
,”
Arch. Environ. Contam. Toxicol.
, Vol. 
47
, No. 
4
, pp. 
440
447
, https://doi.org/10.1007/s00244-004-4003-3
4.
Cheng
,
L.
,
Shahin
,
M. A.
,
Cord-Ruwisch
,
R.
,
Addis
,
M.
,
Hartanto
,
T.
, and
Elms
,
C.
,
2014
, “
Soil Stabilization by Microbial-Induced Calcite Precipitation (MICP): Investigation into Some Physical and Environmental Aspects
,” presented at the
Seventh International Congress on Environmental Geotechnics (7ICEG)
, Melbourne, Australia,
International Society of Soil Mechanics and Geotechnical Engineering
,
London, United Kingdom
, pp. 
1105
1112
.
5.
De Muynck
,
W.
,
Debrouwer
,
D.
,
De Belie
,
N.
, and
Verstraete
,
W.
,
2008
, “
Bacterial Carbonate Precipitation Improves the Durability of Cementitious Materials
,”
Cem. Concr. Res.
, Vol. 
38
, No. 
7
, pp. 
1005
1014
, https://doi.org/10.1016/j.cemconres.2008.03.005
6.
DeJong
,
J. T.
,
Fritzges
,
M. B.
, and
Nüsslein
,
K.
,
2006
, “
Microbially Induced Cementation to Control Sand Response to Undrained Shear
,”
J. Geotech. Geoenviron. Eng.
, Vol. 
132
, No. 
11
, pp. 
1381
1392
, https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381)
7.
DeJong
,
J. T.
,
Soga
,
K.
,
Kavazanjian
,
E.
,
Burns
,
S.
,
Van Paassen
,
L. A.
,
Al Qabany
,
A.
,
Aydilek
,
A.
, et al.,
2013
, “
Biogeochemical Processes and Geotechnical Applications: Progress, Opportunities and Challenges
,”
Géotechnique
, Vol. 
63
, No. 
4
, pp. 
287
301
, https://doi.org/10.1680/geot.SIP13.P.017
8.
Hamdan
,
N.
,
Kavazanjian
,
E.
, Jr.
,
Rittmann
,
B. E.
, and
Karatas
,
I.
,
2016
, “
Carbonate Mineral Precipitation for Soil Improvement through Microbial Denitrification
,”
Geomicrobiol. J.
, Vol. 
34
, No. 
2
, pp. 
139
146
, https://doi.org/10.1080/01490451.2016.1154117
9.
Harkes
,
M. P.
,
Booster
,
J. L.
,
Van Paassen
,
L. A.
,
Van Loosdrecht
,
M. C. M.
, and
Whiffin
,
V. S.
,
2008
, “
Microbial Induced Carbonate Precipitation as Ground Improvement Method–Bacterial Fixation and Empirical Correlation CaCO3 vs Strength
,” presented at the
First International Conference on Bio-Geo-Civil Engineering
,
Delft, the Netherlands
, pp. 
23
25
.
10.
Harkes
,
M. P.
,
van Paassen
,
L. A.
,
Booster
,
J. L.
,
Whiffin
,
V. S.
, and
van Loosdrecht
,
M. C. M.
,
2010
, “
Fixation and Distribution of Bacterial Activity in Sand to Induce Carbonate Precipitation for Ground Reinforcement
,”
Ecol. Eng.
, Vol. 
36
, No. 
2
, pp. 
112
117
, https://doi.org/10.1016/j.ecoleng.2009.01.004
11.
Keykha
,
H. A.
,
Asadi
,
A.
, and
Zareian
,
M.
,
2017
, “
Environmental Factors Affecting the Compressive Strength of Microbiologically Induced Calcite Precipitation Treated Soil
,”
Geomicrobiol. J.
, Vol. 
34
, No. 
10
, pp. 
889
894
, https://doi.org/10.1080/01490451.2017.1291772
12.
Keykha
,
H. A.
,
Huat
,
B. B. K.
, and
Asadi
,
A.
,
2015
, “
Electro-Biogrouting Stabilisation of Soft Soil
,”
Environ. Geotech.
, Vol. 
2
, No. 
5
, pp. 
292
300
, https://doi.org/10.1680/envgeo.13.00068
13.
Keykha
,
H. A.
,
Huat
,
B. B. K.
, and
Asadi
,
A.
,
2014
, “
Electrokinetic Stabilization of Soft Soil Using Carbonate-Producing Bacteria
,”
Geotech. Geol. Eng.
, Vol. 
32
, No. 
4
, pp. 
739
747
, https://doi.org/10.1007/s10706-014-9753-8
14.
Li
,
W.
,
Liu
,
L.
,
Chen
,
W.
,
Yu
,
L.
,
Li
,
W.
, and
Yu
,
H.
,
2010
, “
Calcium Carbonate Precipitation and Crystal Morphology Induced by Microbial Carbonic Anhydrase and Other Biological Factors
,”
Process Biochem.
, Vol. 
45
, No. 
6
, pp. 
1017
1021
, https://doi.org/10.1016/j.procbio.2010.03.004
15.
Martinez
,
B. C.
,
DeJong
,
J. T.
,
Ginn
,
T. R.
,
Montoya
,
B. M.
,
Barkouki
,
T. H.
,
Hunt
,
C.
, and
Major
,
D.
,
2013
, “
Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement
,”
J. Geotech. Geoenviron. Eng.
, Vol. 
139
, No. 
4
, pp. 
587
598
, https://doi.org/10.1061/(ASCE)GT.1943-5606.0000787
16.
Mitchell
,
J. K.
and
Santamarina
,
J. C.
,
2005
, “
Biological Considerations in Geotechnical Engineering
,”
J. Geotech. Geoenviron. Eng.
, Vol. 
131
, No. 
10
, pp. 
1222
1233
, https://doi.org/10.1061/(ASCE)1090-0241(2005)131:10(1222)
17.
Mortensen
,
B. M.
,
Haber
,
M. J.
,
DeJong
,
J. T.
,
Caslake
,
L. F.
, and
Nelson
,
D. C.
,
2011
, “
Effects of Environmental Factors on Microbial Induced Calcium Carbonate Precipitation
,”
J. Appl. Microbiol.
, Vol. 
111
, No. 
2
, pp. 
338
349
, https://doi.org/10.1111/j.1365-2672.2011.05065.x
18.
Mujah
,
D.
,
Shahin
,
M.
, and
Cheng
,
L.
,
2016
, “
Performance of Biocemented Sand under Various Environmental Conditions
,” presented at the
18th Brazilian Conference on Soil Mechanics and Geotechnical Engineering (COBRAMSEG 2016)
,
Belo Horizonte, Brazil
, GEOJOVEM2016, Brazil.
19.
Ng
,
W.
,
Lee
,
M.
, and
Hii
,
S.
,
2012
, “
An Overview of the Factors Affecting Microbial-Induced Calcite Precipitation and Its Potential Application in Soil Improvement
,”
World Acad. Sci. Eng. Technol.
, Vol. 
6
, No. 
2
, pp. 
188
194
.
20.
Rožić
,
M.
,
Cerjan-Stefanović
,
Š.
,
Kurajica
,
S.
,
Vančina
,
V.
, and
Hodžić
,
E.
,
2004
, “
Ammoniacal Nitrogen Removal from Water by Treatment with Clays and Zeolites
,”
Water Res.
, Vol. 
34
, No. 
14
, pp. 
3675
3681
, https://doi.org/10.1016/S0043-1354(00)00113-5
21.
Saltalı
,
K.
,
Sarı
,
A.
, and
Aydın
,
M.
,
2007
, “
Removal of Ammonium Ion from Aqueous Solution by Natural Turkish (Yıldızeli) Zeolite for Environmental Quality
,”
J. Hazard. Mater.
, Vol. 
141
, No. 
1
, pp. 
258
263
, https://doi.org/10.1016/j.jhazmat.2006.06.124
22.
Soon
,
N. W.
,
Lee
,
L. M.
,
Khun
,
T. C.
, and
Ling
,
H. S.
,
2013
, “
Improvements in Engineering Properties of Soils through Microbial-Induced Calcite Precipitation
,”
KSCE J. Civil Eng.
, Vol. 
17
, No. 
4
, pp. 
718
728
, https://doi.org/10.1007/s12205-013-0149-8
23.
Torkzaban
,
S.
,
Tazehkand
,
S. S.
,
Walker
,
S. L.
, and
Bradford
,
S. A.
,
2008
, “
Transport and Fate of Bacteria in Porous Media: Coupled Effects of Chemical Conditions and Pore Space Geometry
,”
Water Resour. Res.
, Vol. 
44
, No. 
4
, https://doi.org/10.1029/2007WR006541
24.
Van Paassen
,
L. A.
,
2009
, “
Biogrout: Ground Improvement by Microbially Induced Carbonate Precipitation
,” Ph.D. thesis,
Delft University of Technology
, Delft, the Netherlands.
25.
Van Paassen
,
L. A.
,
Daza
,
C. M.
,
Staal
,
M. J.
,
Sorokin
,
D. Y.
, and
van Loosdrecht
,
M. C. M.
,
2008
, “
In Situ Soil Reinforcement by Microbial Denitrification
,” presented at the
First International Conference on Bio-Geo-Civil Engineering (BCGE 2008)
, Delft, the Netherlands,
TU Delft en Deltares
,
Delft, the Netherlands
, pp. 
124
133
.
26.
Van Paassen
,
L. A
,
Ghose
,
R.
,
van der Linden
,
T. J. M.
,
van der Star
,
W. R. L.
, and
van Loosdrecht
,
M. C. M.
,
2010
, “
Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment
,”
J. Geotech. Geoenviron. Eng.
, Vol. 
136
, No. 
12
, pp. 
1721
1728
, https://doi.org/10.1061/(ASCE)GT.1943-5606.0000382
27.
Wang
,
S.
and
Peng
,
Y.
,
2010
, “
Natural Zeolites as Effective Adsorbents in Water and Wastewater Treatment
,”
Chem. Eng. J.
, Vol. 
156
, No. 
1
, pp. 
11
24
, https://doi.org/10.1016/j.cej.2009.10.029
28.
Wang
,
Z.
,
Zhang
,
N.
,
Cai
,
G.
,
Jin
,
Y.
,
Ding
,
N.
, and
Shen
,
D.
,
2017
, “
Review of Ground Improvement Using Microbial Induced Carbonate Precipitation (MICP)
,”
Mar. Georesour. Geotechnol.
, Vol. 
35
, No. 
8
, pp. 
1135
1146
, https://doi.org/10.1080/1064119X.2017.1297877
29.
Whiffin
,
V. S.
,
van Paassen
,
L. A.
, and
Harkes
,
M. P.
,
2007
, “
Microbial Carbonate Precipitation as a Soil Improvement Technique
,”
Geomicrobiol. J.
, Vol. 
24
, No. 
5
, pp. 
417
423
, https://doi.org/10.1080/01490450701436505
30.
Widiastuti
,
N.
,
Wu
,
H.
,
Ang
,
H. M.
, and
Zhang
,
D.
,
2011
, “
Removal of Ammonium from Greywater Using Natural Zeolite
,”
Desalination
, Vol. 
277
, Nos.
1–3
,
2011
, pp. 
15
23
, https://doi.org/10.1016/j.desal.2011.03.030
31.
Yu
,
X.
,
Qian
,
C.
,
Xue
,
B.
, and
Wang
,
X.
,
2015
, “
The Influence of Standing Time and Content of the Slurry on Bio-Sandstone Cemented by Biological Phosphates
,”
Constr. Build. Mater.
, Vol. 
82
, pp. 
167
172
, https://doi.org/10.1016/j.conbuildmat.2015.02.038
32.
Zhao
,
Q.
,
Li
,
L.
,
Li
,
C.
,
Li
,
M.
,
Amini
,
F.
, and
Zhang
,
H.
,
2014
, “
Factors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease
,”
J. Mater. Civ. Eng.
, Vol. 
26
, No. 
12
, 04014094, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001013
This content is only available via PDF.
You do not currently have access to this content.