ABSTRACT

Microbially induced calcite precipitation (MICP) has been used for a number of years as a technique for the improvement of various geological materials. MICP has been used in a limited capacity in organic matter-rich soils with varying degrees of success. Investigators hypothesized that microbially-induced cementation of organic soil could be improved using a surfactant. Varying amounts of Sodium Dodecyl Sulfate (SDS) were added to soils of varying organic content and a mixing procedure was used to treat these soils via MICP. Treated specimens were tested for unconfined compressive strength (UCS). Results appeared to show direct relationships between SDS content and treated specimen strength although significant variability was present in the data. The addition of SDS during MICP treatment improves the organic soil strength, which is likely due to the formation of a calcium dodecyl sulfate complex and little to do with the microbially-induced calcite.

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ACKNOWLEDGEMENTS

The authors of this paper would like to acknowledge the Florida Department of Transportation for their support of this research, particularly David Horhota, Ph.D., P.E., Project Manager. The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Florida Department of Transportation or the US Department of Transportation.

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Go to Geo-Congress 2019
Geo-Congress 2019: Soil Improvement (GSP 309)
Pages: 231 - 240
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

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Published online: Mar 21, 2019

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Matthew Davies [email protected]
Graduate Student, Taylor Engineering Research Institute, School of Engineering, Univ. of North Florida, Building 4, Room 1501, 1 UNF Dr., Jacksonville, FL 32224. E-mail: [email protected]
Raphael Crowley, Ph.D., M.ASCE [email protected]
P.E.
Assistant Professor, Taylor Engineering Research Institute, School of Engineering, Univ. of North Florida, Building 4, Room 1501, 1 UNF Dr., Jacksonville, FL 32224. E-mail: [email protected]
Terri N. Ellis, Ph.D. [email protected]
Associate Professor, Dept. of Biology, Univ. of North Florida, Building 59, Room 1301, 1 UNF Dr., Jacksonville, FL 32224. E-mail: [email protected]
Nick Hudyma, Ph.D., M.ASCE [email protected]
P.E.
Professor, School of Engineering, Univ. of North Florida, Building 4, Room 3201, 1 UNF Dr., Jacksonville, FL 32224. E-mail: [email protected]
Paige Ammons [email protected]
Undergraduate Research Assistant, Taylor Engineering Research Institute, School of Engineering, Univ. of North Florida, Building 4, Room 1501, 1 UNF Dr., Jacksonville, FL 32224. E-mail: [email protected]
Christian Matemu [email protected]
Graduate Student, Taylor Engineering Research Institute, School of Engineering, Univ. of North Florida, Building 4, Room 1501, 1 UNF Dr., Jacksonville, FL 32224. E-mail: [email protected]
Scott Wasman, Ph.D. [email protected]
Research Assistant Professor, Engineering School of Sustainable Infrastructure and the Environment (ESSIE), Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611. E-mail: [email protected]
Mohammed Yahaya [email protected]
Graduate Student, Engineering School of Sustainable Infrastructure and the Environment (ESSIE), Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611. E-mail: [email protected]
Jennie Ford [email protected]
Graduate Student, Dept. of Geological Sciences, Univ. of Florida, 241 Williamson Hall, Gainesville, FL 32601. E-mail: [email protected]
Andrew R. Zimmerman, Ph.D. [email protected]
Associate Professor, Dept. of Geological Sciences, Univ. of Florida, 241 Williamson Hall, Gainesville, FL 32611. E-mail: [email protected]

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