3-D micro-architecture and mechanical response of soil cemented via microbial-induced calcite precipitation.

ABSTRACT: We introduce the application of microbial-induced calcite precipitation via the ureolytic soil bacterium Sporosarcina Pasteurii in freeze-dried form, as a means of enhancing overall MICP efficiency and reproducibility for geotechnical engineering applications. We show that the execution of urea hydrolysis and CaCO3 precipitation persist as a "cell-free" mechanism upon the complete breakdown of rehydrated cell clusters. Further, strength and stiffness parameters of bio-cemented sands are determined. Medium-grained bio-cemented sand yields compressive strengths up to 12 MPa while, surprisingly, fine-grained sand yields up to 2.5 MPa for similar bond contents. To understand the observed discrepancies, we undertake a systematic study of the bio-cemented material's microstructure, by combining

SUBMITTER: Terzis D 

PROVIDER: S-EPMC5780488 | biostudies-literature | 2018 Jan

REPOSITORIES: biostudies-literature