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Bio-Cementation for Improving Soil Thermal Conductivity

Authors: Liang Cheng; Natalia Afur; Mohamed A Shahin;

Bio-Cementation for Improving Soil Thermal Conductivity

Abstract

A promising technology for renewable energy is energy piles used to heat and cool buildings. In this research, the effects of bio-cementation via microbially induced calcite precipitation (MICP) using mixed calcium and magnesium sources and the addition of fibres on the thermal conductivity of soil were investigated. Firstly, silica sand specimens were treated with cementation solutions containing different ratios of calcium chloride and magnesium chloride to achieve maximum thermal conductivity improvement. Three treatment cycles were provided, and the corresponding thermal conductivity was measured after each cycle. It was found that using 100% calcium chloride resulted in the highest thermal conductivity. This cementation solution was then used to treat bio-cemented soil samples containing fibres, including polyethylene, steel and glass fibres. The fibre contents used included 0.5%, 1.0% and 1.5% of the dry sand mass. The results show that the glass fibre samples yielded the highest thermal conductivity after three treatment cycles, and SEM imaging was used to support the findings. This research suggests that using MICP as a soil improvement technique can also improve the thermal conductivity of soil surrounding energy piles, which has high potential to effectively improve the efficiency of energy piles.

Related Organizations
Keywords

microbially induced calcite precipitation, Environmental effects of industries and plants, bio-cementation, TJ807-830, TD194-195, Renewable energy sources, energy piles, Environmental sciences, thermal conductivity, GE1-350

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