Enhancing the efficiency and sustainability of soil Bio-Cementation improvement using Persian gum

Microbial-induced calcite precipitation (MICP) has emerged as a sustainable soil improvement method over the past few decades. Despite its promise, challenges persist in controlling the injection rate of the cementation solution (CS) and mitigating the emission of harmful gases during the bio-cementation process. This study introduces Persian Gum (PG) as an additive to the MICP process to address these issues, enhancing the practical applications of bio-cementation. Direct shear tests were conducted to evaluate the effects of PG on the cementation process and the shear strength characteristics of MICP-treated sands. Samples were treated with varying volumes of bacterial and cementation solutions, PG concentrations, and spraying intervals of the CS and PG solutions. Results indicate a substantial increase in soil shear strength, ranging from 3.1 to 9.8 times, depending on the normal stress level. Additionally, this method effectively controls the application rate of CS and significantly reduces the emissions of carbon dioxide and ammonia by up to 20 times compared to the conventional MICP process. The test results along with Scanning Electron Microscopy (SEM) and X-ray Diffraction (XRD) analyses, reveal that the incorporation of PG not only enhances soil strength by up to 20% compared to traditional MICP but also naturally regulates the cementation process rate. This innovation eliminates the need for external control of CS application, making the treatment procedure more time-efficient and eco-friendly.