Study on Strength and Leaching Behavior of Biogeochemical Cemented Sand

References

• Al-Qabany A, Mortensen B, Martinez B, Soga K, DeJong J. 2011. Microbial carbonate precipitation: correlation of S-wave velocity with calcite precipitation. Geo-frontiers 2011. Advances in geotechnical engineering; March 13–16; Dallas, Texas: Geo-frontiers, p3993–4001.
   Google Scholar
• ASTM D511. 2014. Standard Test Methods for Calcium and Magnesium in Water. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D854. 2014. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D2166/D2166M. 2016. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D2487. 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D3080/D3080M. 2011. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D4254. 2016. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D5856. 2015. Standard Test Method for Measurement of Hydraulic Conductivity of Porous Material Using a Rigid-Wall. Compaction-Mold Permeameter. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D6913/D6913M. 2017. Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. West Conshohocken, PA: ASTM International.
   Google Scholar
• Bachmeier KL, Williams AE, Warmington JR, Bang SS. 2002. Urease activity in microbiologically-induced calcite precipitation. J Biotechnol 93(2):171–181.
   PubMed Web of Science ®Google Scholar
• Burbank MB, Weaver TJ, Green TL, Williams BC, Crawford RL. 2011. Precipitation of calcite by indigenous microorganisms to strengthen liquefiable soils. Geomicrobiol J 28(4):301–312.
   Web of Science ®Google Scholar
• Cheng L, Cord-Ruwisch R. 2012. In situ soil cementation with ureolytic bacteria by surface percolation. Ecol Eng 42:64–72.
   Web of Science ®Google Scholar
• Cheng L, Cord-Ruwisch R, Shahin MA. 2013. Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation. Can Geotech J 50(1):81–90.
   Web of Science ®Google Scholar
• Chou CW, Seagren EA, Aydilek AH, Lai M. 2011. Biocalcification of sand through ureolysis. J Geotech Geoenviron Eng 137(12):1179–1189.
   Web of Science ®Google Scholar
• DeJong JT, Fritzges MB, Nüsslein K. 2006. Microbially induced cementation to control sand response to undrained shear. J Geotech Geoenviron Eng 132(11):1381–1392.
   Web of Science ®Google Scholar
• DeJong JT, Mortensen BM, Martinez BC, Nelson DC. 2010. Bio-mediated soil improvement. Ecol Eng 36(2):197–210.
   Web of Science ®Google Scholar
• Dejong JT, Soga K, Kavazanjian E, Burns S, VAN Paassen LA, Al Qabany A, Aydilek A, Bang SS, Burbank M, Caslake LF, et al. 2013. Biogeochemical processes and geotechnical applications: progress, opportunities and challenges. Geotechnique 63(4):287–301.
   Web of Science ®Google Scholar
• Ferris FG, Stehmeier LG, Kantzas A, Mourits FM. 1997. Bacteriogenic mineral plugging. J Can Petrol Technol 36(09):56–59.
   Google Scholar
• Ghosh A, Subbarao C. 2006. Leaching of lime from fly ash stabilized with lime and gypsum. J Mater Civ Eng 18(1):106–115.
   Web of Science ®Google Scholar
• Harkes MP, Van Paassen LA, Booster JL, Whiffin VS, van Loosdrecht MC. 2010. Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement. Ecol Eng 36(2):112–117.
   Web of Science ®Google Scholar
• Inagaki Y, Tsukamoto M, Mori H, Sasaki T, Soga K, Al-Qabany A, Hata T. 2011. The influence of injection conditions and soil types on soil improvement by microbial functions. Geo-frontiers 2011. Advances in geotechnical engineering; March 13–16; Dallas, Texas: Geo-frontiers. p4021–4030.
   Google Scholar
• Ivanov V, Chu J. 2008. Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ. Rev Environ Sci Biotechnol 7(2):139–153.
   Google Scholar
• Karol RH. 2003. Chemical Grouting and Soil Stabilization, Revised and Expanded. United States of America (USA): CRC Press.
   Google Scholar
• Liu L, Liu H, Xiao Y, Chu J, Xiao P, Wang Y. 2018. Biocementation of calcareous sand using soluble calcium derived from calcareous sand. Bull Eng Geol Environ 77(4):1781–1791.
   Web of Science ®Google Scholar
• Mitchell JK, Santamarina JC. 2005. Biological considerations in geotechnical engineering. J Geotech Geoenviron Eng 131(10):1222–1233.
   Web of Science ®Google Scholar
• Moghal A, Sivapullaiah P. 2012. Role of lime leachability on the geotechnical behavior of fly ashes. Int J Geotech Eng 6(1):43–51.
   Google Scholar
• Moghal AAB, Dafalla MA, Elkady TY, Al-Shamrani MA. 2015. Lime leachability studies on stabilized expansive semi-arid soil. Geomate 9(2):1467–1471.
   Google Scholar
• Montoya BM, DeJong JT. 2015. Stress-strain behavior of sands cemented by microbially induced calcite precipitation. J Geotech Geoenviron Eng 141(6):04015019.
   Web of Science ®Google Scholar
• 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.
   PubMed Web of Science ®Google Scholar
• Nemati M, Voordouw G. 2003. Modification of porous media permeability, using calcium carbonate produced enzymatically in situ. Enzyme Microb Technol 33(5):635–642.
   Web of Science ®Google Scholar
• Okwadha GD, Li J. 2010. Optimum conditions for microbial carbonate precipitation. Chemosphere 81(9):1143–1148.
   PubMed Web of Science ®Google Scholar
• Palmer BG, Edil TB, Benson CH. 2000. Liners for waste containment constructed with class F and C fly ashes. J Hazard Mater 76(2-3):193–216.
   PubMed Web of Science ®Google Scholar
• Ramakrishnan V, Panchalan RK, Bang SS, City R. 2005. Improvement of concrete durability by bacterial mineral precipitation. Paper presented at: Proceedings of 11th International Conference on Fracture; March 20–25; Turin, Italy. p20–25.
   Google Scholar
• Rebata-Landa V. 2007. Microbial activity in sediments: effects on soil behavior [dissertation]. Atlanta (USA): Georgia Institute of Technology.
   Google Scholar
• 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.
   Web of Science ®Google Scholar
• Sotoudehfar AR, Mirmohammad Sadeghi M, Mokhtari E, Shafiei F. 2016. Assessment of the parameters influencing microbial calcite precipitation in injection experiments using Taguchi methodology. Geomicrobiol J 33(2):163–172.
   Web of Science ®Google Scholar
• Umar M, Kassim KA, Chiet K. 2016. Biological process of soil improvement in civil engineering: a review. J Rock Mech Geotech Eng 8(5):767–774.
   Web of Science ®Google Scholar
• Van Paassen LA. 2011. Bio-mediated ground improvement: from laboratory experiment to pilot applications. Geo-frontiers 2011. Advances in geotechnical engineering; March 13–16; Dallas, Texas: Geo-frontiers. p4099–4108.
   Google Scholar
• van Paassen LA, Ghose R, van der Linden TJ, van der Star WR, van Loosdrecht MC. 2010. Quantifying biomediated ground improvement by ureolysis: large-scale biogrout experiment. J Geotech Geoenviron Eng 136(12):1721–1728.
   Web of Science ®Google Scholar
• Whiffin VS, Van Paassen LA, Harkes MP. 2007. Microbial carbonate precipitation as a soil improvement technique. Geomicrobiol J 24(5):417–423.
   Web of Science ®Google Scholar
• Yasuhara H, Neupane D, Hayashi K, Okamura M. 2012. Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation. Soils Found 52(3):539–549.
   Web of Science ®Google Scholar