A Full Contact Flexible Mold for Preparing Samples Based on Microbial-Induced Calcite Precipitation Technology

Qian Zhao, Lin Li, Chi Li, Huanzen Zhang, Farshad Amini

Geotechnical Testing Journal · 2014 · 76 citations · 10 references

Concepts

Abstract

Abstract During microbial-induced calcium carbonate precipitation (MICP), the cementation medium needs to fully contact and react with bacteria inside a soil sample through pores of sand. The goal of this study was to develop a new sample preparation mold, i.e., a full-contact flexible mold, to prepare samples during the MICP process. The mold was constructed using a needle-punched, nonwoven geotextile material. Specimens of different sizes were prepared using the full-contact flexible mold to evaluate the engineering soil properties improved by the MICP process. The results indicated that the mechanical improvement of the MICP-treated soil using the full-contact flexible mold is one order of magnitude higher than that of the typical sample preparation method. The full-contact flexible mold enhances the contact between the bacteria and the cementation medium and promotes homogeneous calcium carbonate precipitation within the sand pores.

References

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