Skip to main content

Evaluation of Hydraulic Conductivity of Lateritic Soil Treated with Bacillus Coagulans for Use in Waste Containment Applications

  • Conference paper
  • First Online:
Proceedings of the 8th International Congress on Environmental Geotechnics Volume 3 (ICEG 2018)

Part of the book series: Environmental Science and Engineering ((ENVENG))

Included in the following conference series:

Abstract

Microbial-induced calcite precipitation (MICP) is a green and sustainable soil improvement technique where chemical reaction network managed and controlled by microbes alter the engineering properties of the soil. This research focused on evaluating the potentials of Bacillus coagulans for improving the hydraulic property of lateritic soil intended for use in a waste containment facility. Soil samples were treated with Bacillus coagulans at one-third (1/3) pore volume in stepped suspension density of 0, 1.5E + 08, 6.0E + 08, 12.0E + 08, 18.0E + 08 and 24.0E + 08/ml, respectively. Soil samples were prepared at moulding water contents of –2, 0, +2 and +4% relative to optimum moisture content and compacted using the British Standard light (BSL) or standard Proctor energy. Cementation reagent was injected into the soil after compaction by gravity. Results show a marginal decrease in hydraulic conductivity values with increase in Bacillus coagulans suspension density, while it generally increased with increase in moulding water content with a slight decrease at optimum moisture content (OMC). The degree of saturation of the specimens initially increased and thereafter decreased with varying Bacillus coagulans suspension density. However, the degree of saturation increased with moulding water content from –2% to 0% relative to optimum moisture content (OMC) and thereafter decreased. The hydraulic conductivity values of the treated soil did not meet the maximum regulatory 1 × 109 m/s required for its use as liner and cover material in waste containment system. However, higher compaction energy is recommended to achieve the desired result.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Ivanov V, Chu J (2008) Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ. Rev Environ Sci Biotechnol 7:139–153

    Article  Google Scholar 

  2. Paassen LAV, Daza CM, Staal M, Sorokin DY, Willem VDZ, Mark CML (2010) Potential soil reinforcement by biological denitrification. J Ecol Eng 36:168–175

    Article  Google Scholar 

  3. Achal V, Pan X, Özyurt N (2011) Improved strength and durability of fly ash-amended concrete by microbial calcite precipitation. Ecol Eng 37:554–559

    Article  Google Scholar 

  4. Achal V, Pan X, Zhang D, Fu Q (2012) Bioremediation of Pb-contaminated soil based on microbially induced calcite precipitation. J Microbiol Biotechnol 22(2):244–247

    Article  Google Scholar 

  5. Li L, Qian CX, Cheng L, Wang RX (2010) A laboratory investigation of microbe-inducing CaCO3 precipitate treatment in Cd2 + contaminated soil. J Soils Sediments 10:248–254. https://doi.org/10.1007/s11368-009-0089-6

    Article  Google Scholar 

  6. Hamdan N, Kavazanjian Jr E, Rittmann BE (2011) Sequestration of radionuclides and metal contaminants through microbially-induced carbonate precipitation. In: Pan-Am CGS geotechnical conference

    Google Scholar 

  7. Chi L, De Y, Shihui L, Tuanjie Z, Siriguleng B, Yu G, Lin L (2017) Improvement of geomechanical properties of bioremediated aeolian sand. Geomicrobiol J. https://doi.org/10.1080/01490451.2017.1338798

    Article  Google Scholar 

  8. Etemadi O, Petrisor IG, Kim D, Wan M-W, Yen TF (2003) Stabilization of metals in subsurface by biopolymers: laboratory drainage flow studies. Soil Sedimen Contamination 12(5):647–661

    Article  Google Scholar 

  9. Yang ICY, Li Y, Yen TF (1993) Subsurface application of slime-forming bacteria in soil matrices. In: Hinchee et al. (eds) Applied biotechnology for site remediation, pp 268–274

    Google Scholar 

  10. Khachatoorian R, Petrisor IB, Kwan C-C, Yen TF (2003) Biopolymer plugging effect: laboratory-pressurized pumping flow studies. J Pet Sci Eng 38(1–2):13–21

    Article  Google Scholar 

  11. 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

    Google Scholar 

  12. Ramakrishnan V, Bang SS, Deo, KS (1998) A novel technique for repairing cracks in high performance concrete using bacteria. In: Proceedings of the international conference on HPHSC, Perth, Australia, pp 597–618

    Google Scholar 

  13. Ramachandran SK, Ramakrishnan V, Bang SS (2001) Remediation of concrete using micro-organisms. ACI Mater J 98(1):3–9

    Google Scholar 

  14. Rebata-Landa V (2007) Microbial activity in sediments: effects on soil behaviour. Georgia institution of technology, Ph.d. thesis

    Google Scholar 

  15. Maier RM, Pepper IL, Gerba CP (2009) Environmental microbiology, 2nd edn. Elsevier, China, p 366

    Chapter  Google Scholar 

  16. Ng Wei-Soon, Lee Min-Lee, Hii Siew-Ling (2012) An overview of the factors affecting microbial-induced calcite precipitation and its potential application in soil improvement. World Acad Sci Eng Technol 6:683–689

    Google Scholar 

  17. ATCC (2013): American Type Culture Collection P.O Box 1549 Manassas, VA 20108 USA. http://www.atcc.org

  18. Stocks-Fischer S, Galinat JK, Bang SS (1999) Microbiological precipitation of CaCO3. Soil Biol Biochem 31(11):1563–1571

    Article  Google Scholar 

  19. AASHTO (1986) Standard specification for transportation, Materials and methods of sampling and testing, 14th Edn Amsterdam association of state highway and transportation officia, Washington D.C

    Google Scholar 

  20. ASTM (1992) Annual Book of Standards, vol 04(08) American Society for Testing and Materials, Philadelphia

    Google Scholar 

  21. BS 1377 (1990) Method of testing soils for civil engineering purpose. British Standard Institute, BSI, London

    Google Scholar 

  22. BS 1924 (1990) Method of test for stabilized soils. British Standard Institute, BSI, London (1990)

    Google Scholar 

  23. Head KH (1992) Manual of Soil Laboratory Testing. 2 Pentech Press, Plymouth

    Google Scholar 

  24. Rowshanbakhta K, Khamehchiyana M, Sajedib RH, Nikudela MR (2016) Effect of injected bacterial suspension volume and relative density on carbonate precipitation resulting from microbial treatment. J Ecol Eng 89:49–55

    Article  Google Scholar 

  25. Daniel DE (1994) State of the art: laboratory hydraulic conductivity test for saturated soils, hydraulic conductivity and waste contaminant transport in soil. In: Daniel DE, Trautwein SJ (eds) ASTM STP 1142. American Society for Testing and Materials, Philadelphia

    Google Scholar 

  26. DeJong JT, Mortensen BM, Martinez BC, Nelson C (2010) Bio-mediated soil improvement. Ecol Eng 36:197–210

    Article  Google Scholar 

  27. Rong H, Qian C (2013) Microstructure evolution of sandstone cemented by microbe cement using x-ray computed tomography. J Wuhan Univ Technol Mater Sci 28(6):1134–1139

    Article  MathSciNet  Google Scholar 

  28. Karim R, Mashaallah K, Reza HS, Mohammad RN (2016) Effect of injected bacterial suspension volume and relative density on carbonate precipitation resulting from microbial treatment. J Ecol Eng 89:49–55

    Google Scholar 

  29. Madigan MT, Martinko JM (2003) Brock biology of microorganisms, 11 edn. Prentice Hall, Upper Saddle River, p 992

    Google Scholar 

  30. Dejong JT, Soga K, Kavazanjian E et al (2013) Biogeochemical processes and geotechnical applications: progress. Opportunities Chall Geotech 63(4):287–301. https://doi.org/10.1680/geot.sip13.p.017

    Article  Google Scholar 

  31. Cheng L, Ralf CR, Mohamed AS (2013) Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation. Can Geotech J 50:81–90. https://doi.org/10.1139/cgj-2012-0023

    Article  Google Scholar 

  32. Tuller M, Or D, Dudley LM (1999) Adsorption and capillary condensation in porous media: liquid retention and interfacial configurations in angular pores. J Water Res Res 35(7):1949–1964

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. O. Eberemu .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Osinubi, K.J., Yohanna, P., Eberemu, A.O., Ijimdiya, T.S. (2019). Evaluation of Hydraulic Conductivity of Lateritic Soil Treated with Bacillus Coagulans for Use in Waste Containment Applications. In: Zhan, L., Chen, Y., Bouazza, A. (eds) Proceedings of the 8th International Congress on Environmental Geotechnics Volume 3. ICEG 2018. Environmental Science and Engineering(). Springer, Singapore. https://doi.org/10.1007/978-981-13-2227-3_50

Download citation

Publish with us

Policies and ethics