Chapter
Feb 21, 2020
Geo-Congress 2020

Experimental Study to Determine an EICP Application Method Feasible for Field Treatment for Soil Erosion Control

Publication: Geo-Congress 2020: Biogeotechnics (GSP 320)

ABSTRACT

The end goal of this research is assessing the feasibility of using enzyme induced carbonate precipitation (EICP) to create a cemented top layer to control runoff erosion in sloping sandy soil. The paper presents the results of an experimental study of bench-scale tests on EICP-treated sands to determine a treatment method feasible for field placement for this application. The soils tested were two natural sands and Ottawa 20–30 sand used as control. The EICP application methods were percolation by gravity, one-step mix-compact, and two-step mix-compact. Other conditions considered were pre-rinsing the sand prior to treatment, adjusting soil pH prior to treatment, and changing the EICP solution concentration. Promising results for this field application were obtained using the two-step mix-compact when the soil was first mixed with the urease enzyme solution before compaction. Considering that the EICP reaction starts once all components are added, this method would ensure that the reaction does not take place before the protective layer of treated soil has been installed. The effect of pre-rinsing the natural sand was not consistent throughout the testing conditions and its role in improving soil cementation in natural sand needs further study.

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ACKNOWLEDGEMENTS

This material is based upon work supported by the National Science Foundation (NSF) under NSF CA No. EEC-1449501. Any opinions, findings and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect those of the NSF. This is a project in collaboration with the Center for Bio-mediated and Bio-inspired Geotechnics’ (CBBG) EICP research team at Arizona State University (ASU) led by Professor Edward Kavazanjian, Jr. They have provided valuable information and guidance to this research. Dr. Hamed Khodadadi of CBBG at ASU provided important information and advice on the EICP process and techniques. Jason Alcantar, graduate research assistant at New Mexico State University, and Shantal Smart, participant in CBBG’s Research Experience for Undergraduates (REU) Program, helped with laboratory testing. Lucas Rivera was a participant of the New Mexico Alliance for Minority Participation Undergraduate Research Scholar (URS) Program.

REFERENCES

Álvarez-Mozos, J., Abad, E., Giménez, R., Campo, M. A., Goñi, M., Arive, M., Casalí, J., Díez, J., and Diego, I. (2014a). "Evaluation of erosion control geotextiles on steep slopes. Part 1: Effects on runoff and soil loss." CATENA, 118, 168-178.
lvarez-Mozos, J., Abad, E., Goñi, M., Giménez, R., Campo, M. A., Díez, J., Casalí, J., Arive, M., and Diego, I. (2014b). "Evaluation of erosion control geotextiles on steep slopes. Part 2: Influence on the establishment and growth of vegetation." CATENA, 121, 195-203.
Almajed, A., Khodadadi, T, H., Kavazanjian, E., and Hamdan, N. (2019). Enzyme Induced Biocementated Sand with High Strength at Low Carbonate Content. Scientific Reports 9(1).
Ao, C., Yang, P., Ren, S., Xing, W., Li, X., and Feng, X. (2016). "Efficacy of granular polyacrylamide on runoff, erosion and nitrogen loss at loess slope under rainfall simulation." Environmental Earth Sciences, 75(6), 490.
ASTM International (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), Standard ASTM D2487-11. West Conshohocken, PA,.
Cerdà, A. (2007). "Soil water erosion on road embankments in eastern Spain." Science of the Total Environment, 378(1–2), 151-155.
DeJong, J., Soga, K., Kavazanjian, E., Burns, S., Van Paassen, L., Al Qabany, A., Aydilek, A., Bang, S., Burbank, M., and Caslake, L. F. (2013). "Biogeochemical processes and geotechnical applications: progress, opportunities and challenges." Geotechnique, 63(4), 287-301.
Hamdan, N., and Kavazanjian, E. (2016). "Enzyme-induced carbonate mineral precipitation for fugitive dust control." Geotechnique, 66(7), 546-555.
Hamdan, N., Kavazanjian, E., and O'Donnell, S. (2013). "Carbonate Cementation via Plant Derived Urease." Proc., 18th International Conference on Soil Mechanics and Geotechnical Engineering, P. Delage, J. Desrues, R. Frank, A. Puerch, and F. Schlosser, eds., Presses des Ponts, Paris, France, 2489-2492.
Kavazanjian, E., and Hamdan, N. (2015). "Enzyme Induced Carbonate Precipitation (EICP) Columns for Ground Improvement." IFCEE 2015, 2252-2261,
Knorr, B. M. (2014). "Enzyme-Induced Carbonate Precipitation for the Mitigation of Fugitive Dust." Master Thesis, Arizona State University, Tempe, Arizona.
Krenitsky, E. C., Carroll, M. J., Hill, R. L., and Krouse, J. M. (1998). "Runoff and Sediment Losses from Natural and Man-Made Erosion Control Materials." Crop Science, 38(4), 1042-1046.
Luo, H., Zhao, T., Dong, M., Gao, J., Peng, X., Guo, Y., Wang, Z., and Liang, C. (2013). "Field studies on the effects of three geotextiles on runoff and erosion of road slope in Beijing, China." CATENA, 109, 150-156.
Montoya, B. M. (2012). "Bio-mediated soil improvement and the effect of cementation on the behavior, improvement, and performance of sand." Doctoral Dissertation, University of California, Davis.
Smets, T., Poesen, J., Fullen, M. A., and Booth, C. A. (2007). "Effectiveness of palm and simulated geotextiles in reducing run-off and inter-rill erosion on medium and steep slopes." Soil Use and Management, 23(3), 306-316.
Won, C. H., Choi, Y. H., Shin, M. H., Lim, K. J., and Choi, J. D. (2012). "Effects of rice straw mats on runoff and sediment discharge in a laboratory rainfall simulation." Geoderma, 189–190, 164-169.

Information & Authors

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Biogeotechnics (GSP 320)
Pages: 205 - 213
Editors: Edward Kavazanjian Jr., Ph.D., Arizona State University, James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8283-4

History

Published online: Feb 21, 2020
Published in print: Feb 21, 2020

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Authors

Affiliations

Rashidatu Ossai, S.M.ASCE [email protected]
Dept. of Civil Engineering, New Mexico State Univ., Las Cruces, NM. E-mail: [email protected]
Lucas Rivera, S.M.ASCE [email protected]
Dept. of Civil Engineering, New Mexico State Univ., Las Cruces, NM. E-mail: [email protected]
Paola Bandini, Ph.D., M.ASCE [email protected]
P.E.
Dept. of Civil Engineering, New Mexico State Univ., Las Cruces, NM. E-mail: [email protected]

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