Bioprecipitation of Calcite by Sporosarcina pasteurii : Developing Efficient Methodologies for Microbially Indurated Rammed Earth
Issue Date
2015-12-31Author
Boling, Joshua
Publisher
University of Kansas
Format
58 pages
Type
Thesis
Degree Level
M.S.
Discipline
Geology
Rights
Copyright held by the author.
Metadata
Show full item recordAbstract
Microbial ly -facilitated calcite precipitation has a high potential t o reinforce unconsolidated soils, thus increasing their strength. Employing the use of microbia l ly -facilitated precipitation of calcite will result in the creation of a new building m aterial termed Microbially Indurated Rammed Earth (MIRE). This application of the bacteriu m S. pasteurii exploits the urease pathway to hydrolyze urea, resulting in the precipitation o f calcite in Ca 2+ -rich solutions. The resulting increase in strength derived from this process woul d meet standard building codes for residential structures in many states and could therefore supplement the building requirements of concrete. During the course of this study the maximum growth and optimal delivery method of a pure culture of the bacterium, Sporosarcina pasteurii was tested for its use as a natural binding agent . This study tested S. pasteurii for its cell density and growth rate using urea as a meta bolite as studies have shown that bacterial cell concentration correlates to greater calcite precipitation . After ~70 hours, cell counts were taken to create growth curve s for bacteria incubated at 35 C and 25 C. These data were applied to experiments on the bioprecipit ation of calcite in a limestone soil as baseline parameters for the creation of MIRE. Over the course of this study it was determined that S. pasteurii grew most rapidly between 20-40 g L -1 urea at 35 C. Additionally, there was no significant difference in the s patial distribution of bacteria, critical for equal distribution of calcite cement, when the bacteria were delivered to MIRE soil as a freeze- dried pellet compared to freshly grown and harvested. Pilot t ests of RE using S. pasteurii wit h urea and blood were performed. Compressive strength tests were done on standard engineering cylinders in order to test the efficacy of soil stabilized using MICP. These data provide the groundwork for meeting RE construction standards and building c odes
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- Geology Dissertations and Theses [232]
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