Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 12
Abstract
Biogrouting is a biological ground improvement method, in which microorganisms are used to induce carbonate precipitation in the subsurface in order to increase the strength and stiffness of granular soils. In this paper the results of a large-scale experiment are presented, in which the feasibility of biogrouting as a ground improvement method is investigated using techniques and equipment similar to those used in potential applications. In situ geophysical measurements were used to monitor the biogrouting process during treatment and indicated that the stiffness had increased significantly after one day of treatment. The results of unconfined compressive strength tests on samples which were excavated after treatment were used to assess the distribution of mechanical properties throughout the cemented sand body, which correlated quite well with the results of the in situ geophysical measurements. The stiffness increase could be quantified as a function of the injected volume of grouting agents and the distance from the injection points. These results will serve as an important benchmark for future applications of biomediated ground improvement.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work is performed jointly by Deltares, VWS Geotechniek/Volker Staal en Funderingen, and Delft University of Technology, in close collaboration with Soletanche Bachy and financially supported by Senter Novem (Ministry of Economic Affairs, The Netherlands). The writers would like to thank in particular Derk van Ree (Deltares) and Annette Esnault (Soletanche-Bachy) for reviewing the manuscript and Gerard van Zwieten and the VSF crew members for the work in Papendrecht.
References
British Standard Institution (BSI). (1999). “Code of practice for site investigations.” BS 5930:1999, London.
De Jong, J. T., Fritzges, M. B., and Nusslein, K. (2006). “Microbially induced cementation to control sand response to undrained shear.” J. Geotech. Geoenviron. Eng., 132(11), 1381–1392.
De Jong, J. T., Mortensen, B. M., Martinez, B. C., and Nelson, D. C. (2010). “Bio-mediated soil improvement.” Ecol. Eng., 36(2), 197–210.
Ghose, R. (2002). “High-frequency shear wave reflections from shallow subsoil layers using a vibrator source: Sweep cross-correlation versus deconvolution with groundforce derivative.” Proc., Int. Conf. of the Society of Exploration Geophysics, Society of Exploration Geophysicists, Tulsa, US, 1408–1411.
Ghose, R., Brouwer, J., and Nijhof, V. (1996). “A portable S-wave vibrator for high-resolution imaging of the shallow subsurface.” Proc., Int. Conf. of the European Association of Geoscientists and Engineers, Extended Abstracts Book of the 58th Conf. and Technical Exhibition, 3–7 June 1996, Amsterdam, The Netherlands, EAGE Publications BV, Houten, The Netherlands, M037.
Ghose, R., and Goudswaard, J. C. M. (2004). “Integrating S-wave seismic-reflection data and cone-penetration-test data using multiangle multiscale approach.” Geophysics, 69, 440–459.
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., 36(2), 112–117.
Hayward Baker Inc. (2004). “Jetgrouting.” ⟨www.haywardbaker.com/services/jet_grouting.htm⟩ (March 21, 2010).
Ip, Y. K., Chew, S. F., and Randall, D. J. (2001). “Ammonia toxicity, tolerance and excretion, nitrogen excretion.” Fish Physiol., 20, 109–148.
Ivanov, V., and 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.
Karol, R. H. (2003). Chemical grouting and soil stabilization, 3rd Ed., Dekker, New York.
Mitchell, J. K., and Santamarina, J. C. (2005). “Biological considerations in geotechnical engineering.” J. Geotech. Geoenviron. Eng., 131(10), 1222–1233.
Van der Star, W. R. L., Taher, E., Harkes, M. P., Van Loosdrecht, M. C. M., and Van Paassen, L. A. (2009). “Use of waste streams and microbes for in-situ transformation of sand into sandstone.” Proc., Int. Symp. on Ground Improvement Technologies and Case Histories (ISGI2009), C. F. Leung, J. Chu, and R. Shen, eds., Research Publishing Services, Singapore, 177–182.
Van Paassen, L. A., Daza, C. M., Staal, M., Sorokin, D. Y., Van der Zon, W., and Van Loosdrecht, M. C. M. (2010). “Potential soil reinforcement by microbial denitrification.” Ecol. Eng., 36(2), 168–175.
Van Paassen, L. A., Harkes, M. P., Van Zwieten, G. A., Van der Zon, W. H., Van der Star, W. R. L., and Van Loosdrecht, M. C. M. (2009). “Scale up of BioGrout: A biological ground reinforcement method.” Proc., 17th Int. Conf. on Soil Mechanics & Geotechnical Engineering (ICSMGE), M. Hamza, M. Shahien, and Y. E. Mossallamy, eds., 2328–2333.
Whiffin, V. S. (2004). “Microbial CaCO3 precipitation for the production of biocement.” Ph.D. thesis, School of Biological Sciences and Biotechnology, Murdoch Univ., Perth, Australia.
Whiffin, V. S., Van Paassen, L. A., and Harkes, M. P. (2007). “Microbial carbonate precipitation as a soil improvement technique.” Geomicrobiol. J., 24(5), 417–423.
Information & Authors
Information
Published In
Copyright
© 2010 ASCE.
History
Received: Jun 24, 2009
Accepted: Apr 29, 2010
Published online: Aug 4, 2010
Published in print: Dec 2010
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.