Biocementation treatment to stabilize the surface of a real slope

Authors

  • Rafaela Cardoso Universidade de Lisboa, CERIS/Departamento de Engenharia Civil, Instituto Superior Técnico, https://orcid.org/0000-0002-4551-3868
  • Mário Oliveira Universidade de Lisboa, CERIS/Departamento de Engenharia Civil, Instituto Superior Técnico,
  • Miguel Cruz BRISA Gestão de Infraestruturas
  • Isabel Gonzalez Brisa Gestão de Infraestruturas
  • Ana Teresa Rodrigues RODIO Portugal
  • Leslie Sapin Soletanche-bachy
  • Annette Esnault-Filet Soletanche-bachy

DOI:

https://doi.org/10.14195/2184-8394_163_2

Keywords:

surface erosion, biocement, sandy soil

Abstract

The precipitation of calcium carbonate (biocement) by using biological agents such as bacteria or enzyme is promoted during soil treatment by biocementation. A novel application is treating soil surface to improve strength against ravine formation, which is being investigated at IST under a project founded by FCT I.P. (ref. PTDC/ECI-EGC/1086/2021). This treatment was done in a slope excavated on a sandy formation at A13 motorway managed by BRISA. The treatment was done by Rodio Portuguesa and Soletanche-Bachy, who supplied the bacteria. The slope was monitored for more than one year to study the durability of the treatment by measuring the amount of calcium carbonate after several rain periods, and the results are presented in this paper. The results are encouraging and confirm the suitability of the treatment against ravine formation. This is the first Portuguese case-study on biocementation, which is expected to help promoting this technique for soil improvement, as a technique more sustainable than traditional solutions.

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References

Al Qabany, A.; Soga, K. (2013). Effect of chemical treatment used in MICP on engineering properties of cemented soils. Geotechnique, 63, pp. 331–339.

https://doi.org/10.1680/geot.SIP13.P.022

ASTM D2487-11 (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). Annual Book of ASTM Standards.

Bhutange, S. P.; Latkar, M. V. (2020). Microbially Induced Calcium Carbonate Precipitation in Construction Materials. Journal of Materials in Civil Engineering, 32 (5).

https://doi.org/10.1061/(ASCE)MT.1943-5533.0003141

Borges, I.; Milhomens, N.; Braz de Oliveira, S.; Duarte, S. O.; Monteiro, G.; Cruz, M. Q.;

Cardoso, R. (2021). Estudo da biocimentação como técnica de tratamento superficial de taludes para evitar ravinamento. 17º Congresso Nacional de Geotecnia, Lisboa.

Cardoso, R.; Vieira, J.; Borges, I. (2023). On the use of Biocementation to treat collapsible soils. Engineering Geology, Volume 313, February 2023, 106971.

https://doi.org/10.1016/j.enggeo.2022.106971

Cardoso, R.; Oliveira, M.; Cruz, M., Gonzalez, I.; Rodrigues, A. T.; Anjos, B.; Sapin, L; Esnault-Fillet, A. (2024). Preliminary results on the biocementation treatment of a Portuguese motorway slope to prevent ravine formation. Proc. XVIII European Conference on Soil Mechanics and Geotechnical Engineering (XVIII ICSMGE), Lisbon, Portugal.

Chek, A.; Crowley,R.; Ellis,T. N.; Durnin, M.; Wingender, B. (2021). Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand. J. Geotech. Geoenviron. Eng., 147(3): 04021001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002481

Esnault Filet,A. ; Gutjahr,I. ; Garandet, A. ; Viglino, A.; Béguin, R. ; Monier, J.-M. ; Oxarango,L. ; Emeriault, F. ; Perthuisot, S.C. (2020). BOREAL, Bio-reinforcement of embankments by biocalcification. 4th European Conf. on Unsaturated Soils, Lisbon, Portugal.

Feng, K.; Montoya, B. M. (2015). Influence of confinement and cementation level on the behavior of microbial-induced calcite precipitated sands under monotonic drained loading. Journal of Geotechnical and Geoenvironmental Engineering, Volume 142, 04015057.

https://doi.org/10.1061/(ASCE)GT.1943-5606.0001379

Fernandez, R.; Cardoso, R. (2022). Study on the use of biocementation as slope stabilization technique against erosion. Transportation Geotechnics, 37, 100873.

https://doi.org/10.1016/j.trgeo.2022.100873

Gat, D.; Ronen, Z.; Tsesarsky, M. (2017). Long-term sustainability of microbial-induced CaCO3 precipitation in aqueous media. Chemosphere 184, pp. 524–531.

https://doi.org/10.1016/j.chemosphere.2017.06.015

Gomez, M.; Martinez, M.; DeJong, J. T.; Hunt, C.; de Vlaming, L.; Major, D.; Dworatzek, S. (2015). Field-scale bio-cementation tests to improve sands. Ground Improvement, Proc of the Institution of Civil Engineers, ICE, 168 (3): 206-216. https://doi.org/10.1680/grim.13.00052

Gowthaman, S.; Nakashima, K.; Kawasaki, S. (2021). Effect of wetting and drying cycles on the durability of bio-cemented soil of expressway slope. International Journal of Environmental Science and Technology, 19(4), pp. 2309–2322. https://doi.org/10.1007/s13762-021-03306-1

Lee, M.; Gomez, M.; San Pablo, A. C.; Kolbus, C.; Graddy, C.; Dejong, J.; Nelson, D. (2019). Investigating Ammonium By-product Removal for Ureolytic Bio-cementation Using Meter-scale Experiments. Scientific Reports. 9. https://doi.org/10.1038/s41598-019-54666-1

Patil, M.; Dalal, P. H.; Shreedhar, S.; Dave, T. N.; Iyer, K. K. R. (2021). Biostabilization techniques and applications in Civil Engineering: State-of-the-Art. Construction and Building Materials, 309, 125098. https://doi.org/10.1016/j.conbuildmat.2021.125098

Pei, R.; Liu, J.; Wang, S.; Yang, M. (2013). Use of bacterial cell walls to improve the mechanical performance of concrete. Cement and Concrete Composites, 39, pp. 122-130.

https://doi.org/10.1016/j.cemconcomp.2013.03.024

Phadnis, H. S.; Santamarina, J. C. (2011). Bacteria in sediments: pore size effects. Geotechnique Letters 1, pp. 91–93. https://doi.org/10.1680/geolett.11.00008

Pinto, M.; Cardoso, R. (2023). Development of tools to investigate Biocementation - Microscale Analysis for Studying Bacterial Solutions. Proc. 8th International Symposium on Deformation Characteristics of Geomaterials, ICEG2023, Porto, Portugal.

Salifu, E.; MacLachlan, E.; Iyer, K. R.; Knapp, C. W.; Tarantino, A. (2016). Application of microbially induced calcite precipitation in erosion mitigation and stabilisation of sandy soil foreshore slopes: A preliminary investigation. Engineering Geology, 201, pp. 96–105. https://doi.org/10.1016/j.enggeo.2015.12.027

Shahin, M. A.; Jamieson, K.; Cheng, L. (2020). Microbial-induced carbonate precipitation for coastal erosion mitigation of sandy slopes. Geotechnique Letters, 10(2), pp. 211–215.

https://doi.org/10.1680/jgele.19.00093

Suer, P.; Hallberg, N.; Carlsson, C.; Bendz, D.; Holm, G. (2009). Biogrouting compared to jet grouting: Environmental (LCA) and economical assessment. J. Environmental Science and Health - Part A, 44(4), pp. 346–353. https://doi.org/10.1080/10934520802659679

Tarczewski, R. (2015). Formation of Sustainable Infrastructure Using Microbial Methods and Humanization of Man-made Environment. Procedia Manufacturing, 3, pp. 1704-1711.

https://doi.org/10.1016/j.promfg.2015.07.991

Terzis, D.; Laloui, L. (2019). A decade of progress and turning points in the understanding of bio-improved soils: A review. Geomechanics for the Energy and the Environment. Volume 19, 100116. https://doi.org/10.1016/j.gete.2019.03.001

Van Paassen, L.; Ghose, R.; van der Linden, T.; van der Star, W.; Van Loosdrecht, M. (2010). Quantifying Biomediated Ground Improvement by Ureolysis: Large-scale Biogrout Experiment. J. Geotech. Geoenviron. Eng., 136, pp. 1721-1728.

https://doi.org/10.1061/(ASCE)GT.1943-5606.0000382

Published

2025-03-31

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