Application of waste eggshell as a source of calcium in bacterial bio-cementation to enhance the engineering characteristics of sand.
Bio-cementation
Eggshell
L. fusiformis
Microscopic analysis
Molarity
S. pasteurii
Waste eggshell
Journal
Environmental science and pollution research international
ISSN: 1614-7499
Titre abrégé: Environ Sci Pollut Res Int
Pays: Germany
ID NLM: 9441769
Informations de publication
Date de publication:
Sep 2022
Sep 2022
Historique:
received:
16
12
2021
accepted:
23
04
2022
pubmed:
3
5
2022
medline:
24
9
2022
entrez:
2
5
2022
Statut:
ppublish
Résumé
A technique to produce bio-cementation in sandy soil using the microbially induced calcium carbonate precipitation (MICP) process and calcium ions generated from eggshell is presented in this research. This research also focused on the application of S. pasteurii bacteria and L. fusiformis bacteria along with eggshell and calcium chloride cementing chemicals on the strength properties of sand. The experimental variables maintained in this research are bacteria type (S. pasteurii and L. fusiformis), cementing chemical type (eggshell and calcium chloride) and molarity of the cementing chemical (0.25, 0.50, 0.75 and 1.0). The engineering behaviour of bacteria treated sand was estimated by executing the unconfined compression test and permeability test in the laboratory. From the experimental findings, it is identified that the unconfined compressive strength of sand is enhanced and the value is in the range of 650 kPa. In addition to that, the permeability of sand is minimized in the order of two from 6.3 × E
Identifiants
pubmed: 35501449
doi: 10.1007/s11356-022-20484-8
pii: 10.1007/s11356-022-20484-8
doi:
Substances chimiques
Sand
0
Soil
0
Calcium Carbonate
H0G9379FGK
Calcium Chloride
M4I0D6VV5M
Calcium
SY7Q814VUP
Types de publication
Journal Article
Langues
eng
Sous-ensembles de citation
IM
Pagination
66450-66461Informations de copyright
© 2022. The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.
Références
Al Qabany AA, Soga K (2013) Effect of chemical treatment used in MICP on engineering properties of cemented soils. Geotechnique 63(4):331–339
doi: 10.1680/geot.SIP13.P.022
Al Qabany AA, Soga K, Santamarina C (2012) Factors affecting efficiency of microbially induced calcite precipitation. J Geotech Geoenviron Eng 138(8):992–1001
doi: 10.1061/(ASCE)GT.1943-5606.0000666
Casey B, Germaine J, Abdulhadi N, Kontopoulos N, Jones C (2016) Undrained Young’s modulus of fine-grained soils. J Geotech Geoenviron Eng 142(2):04015070
doi: 10.1061/(ASCE)GT.1943-5606.0001382
Choi SG, Wu S, Chu J (2016) Biocementation for sand using an eggshell as calcium source. J Geotech Geoenviron Eng 142(10):06016010
doi: 10.1061/(ASCE)GT.1943-5606.0001534
Gomez MG, Graddy CMR, DeJong JT, Nelson DC, Tsesarsky M (2018) Stimulation of native microorganisms for biocementation in samples recovered from field-scale treatment depths. J Geotech Geoenviron Eng 144(1):040170981–0401709813
doi: 10.1061/(ASCE)GT.1943-5606.0001804
Gowthaman S, Mitsuyama K, Nakashima K, Komatsu M, Kawasaki S (2019a) Biogeotechnical approach for slope soil stabilization using locally isolated bacteria and inexpensive low-grade chemicals: a feasibility study on Hokkaido expressway soil. Japan’, Soils and Foundations 59:484–499
doi: 10.1016/j.sandf.2018.12.010
Gowthaman S, Iki T, Nakashima K, Ebina K, Kawasaki S (2019b)’ Feasibility study for slope soil stabilization by microbial induced carbonate precipitation (MICP) using indigenous bacteria isolated from cold subarctic region’. SN Appl Sci. https://doi.org/10.1007/s42452-019-1508-y
Gowthaman S, Nakashima K, Kawasaki S (2021) Effect of wetting and drying cycles on the durability of bio-cemented soil of expressway slope. Int J Environ Sci Technol 1–14
Kim D, Park K (2013) An environmentally friendly soil improvement technology with microorganism. International Journal of Railway 6(3):90–94
doi: 10.7782/IJR.2013.6.3.090
Kulanthaivel P, Soundara B, Das A (2020) Performance study on stabilization of fine grained clayey soils using calcium source producing microbes. KSCE Journal of Civil Engineering 24(9):2631–2642
doi: 10.1007/s12205-020-2028-4
Li D, Tian K, Zhang H, Wu Y, Nie K, Zhang S (2018) Experimental investigation of solidifying desert aeolian sand using microbially induced calcite precipitation. Constr Build Mater 172(5):251–262
Lin H, Suleiman MT, Brown DG, Kavazanjian E Jr (2016) Mechanical behavior of sands treated by microbially induced carbonate precipitation. J Geotech Geoenviron Eng 142(2):04015066
doi: 10.1061/(ASCE)GT.1943-5606.0001383
Lv C, Zhu C, Tang CS, Cheng Q, Yin LY, Shi B (2020) ‘Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand’. Geosynthetics Int 1–11
Omoregie AI, Ngu LH, Ong DEL, Nissom PM (2018) Low-cost cultivation of Sporosarcina pasteurii strain in food-grade yeast extract medium for microbially induced carbonate precipitation (MICP) application. Biocatal Agric Biotechnol. https://doi.org/10.1016/j.bcab.2018.11.030
doi: 10.1016/j.bcab.2018.11.030
Porter H, Dhami NK, Mukherjee A (2017) Synergistic chemical and microbial cementation for stabilization of aggregates. Cement Concr Compos 83:160–170
doi: 10.1016/j.cemconcomp.2017.07.015
Selvakumar S, Kulanthaivel P, Soundara B (2021) Influence of nano-silica and sodium silicate on the strength characteristics of clay soil’. Nanotechnol Environ Eng 6(3):1–10
doi: 10.1007/s41204-021-00142-z
Sharaky AM, Mohamed NS, Elmashad ME, Shredah NM (2018) Application of microbial biocementation to improve the physic-mechanical properties of sandy soil. Constr Build Mater 190:861–869
doi: 10.1016/j.conbuildmat.2018.09.159
Sharma M, Satyam N, Reddy KR (2021a) Hybrid bacteria mediated cemented sand: Microcharacterization, permeability, strength, shear wave velocity, stress-strain and durability. Int J Damage Mech 30(4):618–645
doi: 10.1177/1056789521991196
Sharma M, Satyam N, Reddy KR (2021b) State of the art review of emerging and biogeotechnical methods for liquefaction mitigation in sands. Journal of Hazardous, Toxic and Radioactive Waste 25(1):031200021–0312000222
Sharma M, Satyam N, Reddy KR (2019) ‘Investigation of various gram-positive bacteria for MICP in Narmada Sand, India’. Int J Geotech Eng 1–15
Sidik WS, Canakci H, Kilic IH, Celik F (2014) Applicability of biocementation for organic soil and its effect on permeability. Geomech Eng 7(6):649–663
doi: 10.12989/gae.2014.7.6.649
Soon NW, Lee LM, Khun TC, Ling HS (2013) Improvements in engineering properties of soils through microbial-induced calcite precipitation. KSCE J Civ Eng 17(4):718–728
doi: 10.1007/s12205-013-0149-8
Stróżyk J, Tankiewicz M (2016) The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties. Studia Geotech Mech 38(3):67–72
doi: 10.1515/sgem-2016-0025
Yasuhara H, Neupane D, Hayashi K, Okamura M (2012) Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation. Soils and Foundations. 52(3):539–549
doi: 10.1016/j.sandf.2012.05.011
Yuan H, Liu K, Zhang C, Zhao Z (2021) Mechanical properties of Na-montmorillonite-modified EICP-treated silty sand. Environ Sci Pollut Res. https://doi.org/10.1007/s11356-021-16442-5
doi: 10.1007/s11356-021-16442-5
Zamani A, Montoya BM (2017) Shearing and hydraulic behavior of MICP treated silty sand. In: Brandon TL, Valentine RJ (eds) Geotechnical Frontiers 2017: Seismic Performance and Liquefaction, Geotechnical Special Publication 281. ASCE, Reston, VA, pp 290–299
doi: 10.1061/9780784480489.029
Zhao Q, Li L, Li C, Li M, Amini F, Zhang H (2014) ‘Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease’, Journal of Materials in Civil Engineering, vol.26, no.12, pp.04014094–1–11