Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Leaching Assessment of MICP-Treated Coal Combustion Products in Roadways Embankment

Publication: Geo-Congress 2019: Soil Improvement (GSP 309)

ABSTRACT

Microbial induced calcium carbonate precipitation (MICP) is a promising technology to improve engineering properties of soil. The goal of this paper is to explore the possibility of using the MICP to treat coal combustion products to increase the mechanical strength and the limit the metal leaching from these products. Class C fly ash was used in the MICP treatment. Experimental results show that unconfined compressive strength (UCS) of MICP-treated fly ash samples increased from 1.3 MPa to 2.6 MPa when the fly ash content increased from 3% to 6% (by weight). However, the UCS of MICP-treated samples dropped to 0.07 MPa when the fly ash percent was up to 20%. Toxicity characteristic leaching procedure (TCLP) results showed that concentrations of boron, chromium, and lead decreased with fly ash in the MICP-treated sample. Compared to the fly ash sample without MICP, the MICP-treatment can limit the metal leaching with stronger bonding of precipitated calcium precipitation.

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REFERENCES

U.S. Environmental Protection Agency (U.S.EPA). Municipal solid waste-clean energy, 2014.
ASTM D2166/D2166M-13. (2013) Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, ASTM International, West Conshohocken, PA
Zhao, Q., Li, L., Li, C.; Li, M., Amini, F., and Zhang, H. (2014a). “Factors Affecting Improvement of Engineering Properties of MICP-treated Soil Catalyzed by Bacteria and Urease.” J. of Materials in Civil Eng., ASCE,. 0001013, 04014094.
Zhao, Q., Li, L., Li, C., Zhang, H. and Amini, F. (2014b). “A Full Contact Flexible Mold for Preparing Samples Based on Microbial Induced Calcite Precipitation Technology.” Geotechnical Testing J., ASTM, 37(5), 1-5.
Li, M., Li, L., Ogbonnaya, U., Wen, K., Tian, A., and Amini, F. (2016). “Influence of Fiber Addition on Mechanical Properties of MICP-treated Sand.” J. of Materials in Civil Eng., ASCE,28(4), 04015166.
Li, Y., L. Li, S. Cordero-Zayas, F. Santos and J. H. Yaeger (2014). “Environmental impact of fly ash utilization in roadway embankments.” Journal of Material Cycles and Waste Management, 16(4): 591-596.
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Information & Authors

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Soil Improvement (GSP 309)
Pages: 273 - 279
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8211-7

History

Published online: Mar 21, 2019

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Authors

Affiliations

Junke Zhang [email protected]
Dept. of Civil and Environmental Engineering, Jackson State Univ., Jackson, MS 39217. E-mail: [email protected]
Kejun Wen, Ph.D. [email protected]
Dept. of Civil and Environmental Engineering, Jackson State Univ., Jackson, MS 39217. E-mail: [email protected]
Lin Li, Ph.D., F.ASCE [email protected]
P.E.
Dept. of Civil and Architectural Engineering, Tennessee State Univ., Nashville, TN 37209. E-mail: [email protected]

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