Abstract
Biomineralization is an environment -friendly technology to improve engineering properties of soil. One of common bio-mineralization processes is microbially induced calcite precipitation (MICP) . In this chapter, sand solidification tests were conducted using Pararhodobacter sp ., which is a local ureolytic bacteria isolated from the sand near beachrock in Okinawa, Japan. The goal of this paper is to perform solidification of the specimen having an estimated unconfined compressive strength (UCS) of more than several MPa for soil improvement and to investigate the influence of various factors on engineering properties (i.e., curing temperature, injection interval of cementation solution, Ca2+ concentration, curing time, bacterial population, re-injection of bacteria and particle size of sand) of treated soils catalyzed by ureolytic bacteria . The result of estimated UCS value showed that all the studied factors have an obvious effect on the MICP-treated sand. More than 3 MPa of the estimated UCS value was obtained from the solidified samples, and also, it was obtained more than 10 MPa of estimated UCS value for the testing cases of changing concentration of cementation media and re-injection of the bacterial solution after 7 days of curing period. UCS, SEM-EDX, X-ray CT, CaCO3 content of the sample and color measurement tests were conducted. Completely solidified samples were obtained by changing different testing conditions. The results indicate that the average estimated UCS value varied from 3.1 to 4.4 MPa. Overall, the results of this study will contribute to the application of a new technique for sand improvement and bio-stimulation.
Part of this book chapter has been published as: G. G. N. N. Amarakoon and S. Kawasaki (2018) Factors affecting sand solidification using MICP with Pararhodobacter sp. Materials Transactions 59 (1) 72–81. The Mining and Materials Processing Institute of Japan granted permission for the same to use in this book.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Al-Thawadi S, Cord-Ruwisch R (2012) J Adv Sci Eng Res 2:13–26
Amarakoon GGNN (2016) Doctoral thesis. Hokkaido University, Japan
Burbank MB, Weaver TJ, Green TL, Williams BC, Crawford RL (2011) Precipitation of calcite by indigenous microorganisms to strengthen liquefiablesoils. J Geomicrobiol 28(4):301–312
Cheng L, Cord-Ruwisch R, Shahin MA (2013) J Can Geotech 50:81–90
Danjo T, Kawasaki S (2016) Microbially induced sand cementation method using Pararhodobacter sp . strain S01, inspired by beachrock formation mechanism. J Mater Trans 57(3):428–437
Danjo T (2015) Doctoral thesis. Hokkaido University, Japan
DeJong JT, Fritzges MB, Nusslein K (2006) Microbial induced cementation to control sand response to undrained shear. J Geotech Geoenviron Eng 132:1381–1392
DeJong JT, Mortensen BM, Martinez BC, Nelson DC (2010) Bio-mediated soil improvement. Ecol Eng 36:197–210
Ferris FG, Wiese RG, Fyfe WS (1994) Precipitation of carbonate minerals by microorganisms: implications for silicate weathering and the global carbon dioxide budget. Geomicrobiol J 12:1–13
Foesel BU, Darke HL, Schramm A (2011) Defluviimonasdenitrificans gen. nov., sp. nov., and Pararhodobactor aggregans gen. nov., sp. nov., non-phototropic Rhodobacteraceae from the biofiter of a marine aguaculture. J Syst Appl Microbiol 34:498–502
Fujita Y, Ferris FG, Lawson RD, Colwell FS, Smith RW (2000) Calcium carbonate precipitation by ureolytic subsurface bacteria. J Geomicrobiol 17(4):305–318
Khanafari A, Khans FN, Sepahy AA (2011) An investigation of biocement production from hardwater. Middle-East J Sci Res 7:1990–9233
Mitchell JK, Santamarina CJ (2005) Biological considerations in geotechnical engineering. J Geotech Geoenviron Eng 131(10):1222–1233
Mitchell AC, Dideriksen K, Spangler LH, Cunningham AB, Gerlach R (2010) Microbially enhanced carbon capture and storage by mineral-trapping and solubility-trapping. Environ Sci Technol 44:5270–5276
Mortensen BM, Haber MJ, DeJong JT, Caslake LF, Nelson DC (2011) Effects of environmental factors on microbial induced calcium carbonate precipitation. J Appl Microbiol 111(2):338–349
Qabany, AA, Soga, K, Santamarina, C (2012) Factors affecting efficiency of microbially induced calcite precipitation. J Geotech Geoenviron Eng 138(8), 992–1001
Rebata-Landa, V (2007) Microbial activity in sediments: effects on soil behavior. PhD thesis, Georgia Institute of Technology, Atlanta, GA
Van Paassen LA, Daza CM, Staal M, Sorokin DY, van der Zonb W, van Loosdrecht MC (2010) Potential soil reinforcement by biological denitrification. Ecol Eng 36(2):168–175
Van Paassen LA, Harkes MP, Van Zwieten GA, Van der Zon WH, Van der Star WRL, Van Loosdrecht MCM (2009) Scale up of BioGrout: a biological ground reinforcement method. In: 17th international conference on soil mechanics and geotechnical engineering, pp 2328–2333
Whiffin VS, Van Paassen LA, Harkes MP (2007) Microbial carbonate precipitation as a soil improvement technique. J Geomicrobiol 24:417–423
Acknowledgements
This work was partly supported by JSPS KAKENHI Grant Number JP16H04404 and Grant for Environmental Research Projects from the Sumitomo Foundation.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this chapter
Cite this chapter
Amarakoon, G.G.N.N., Kawasaki, S. (2019). Utilization of Microbially Induced Calcite Precipitation for Sand Solidification Using Pararhodobacter sp.. In: Achal, V., Mukherjee, A. (eds) Ecological Wisdom Inspired Restoration Engineering. EcoWISE. Springer, Singapore. https://doi.org/10.1007/978-981-13-0149-0_4
Download citation
DOI: https://doi.org/10.1007/978-981-13-0149-0_4
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-0148-3
Online ISBN: 978-981-13-0149-0
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)