Bibliographic Details
| Title: |
Bacterial activity and cementation pattern in biostimulated MICP-treated sand-bentonite mixtures |
| Authors: |
Yu Zhang, Xiangrui Xu, Shiqi Liu, Yijie Wang, Juan Du, Ningjun Jiang |
| Source: |
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 12, Pp 5121-5134 (2024) |
| Publisher Information: |
Elsevier, 2024. |
| Publication Year: |
2024 |
| Collection: |
LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction |
| Subject Terms: |
Microbially induced carbonate precipitation (MICP), Biostimulation, Sand-clay mixtures, Bacterial activity, Cementation pattern, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712 |
| More Details: |
The application of microbially induced carbonate precipitation (MICP) in clayey soils has attracted much attention, and many studies used clay as an additive to enhance microbial mineralization efficiency in sandy soils. Within the sand-clay-bacteria-calcite system, the property and content of clay play crucial roles in affecting bacterial growth and calcite formation. More important, bentonite is particularly sensitive to changes in the geochemical environment. In this study, the sand-bentonite mixtures were treated by biostimulated MICP, aiming to provide insights into the behavior of this system. The bacterial activity and cementation pattern at different bentonite contents were evaluated through a series of tests such as enrichment tests, unconfined compressive strength (UCS) tests, cementation content measurements, mercury intrusion porosimetry (MIP) tests, scanning electron microscopy (SEM) observations, and energy dispersive X-ray spectroscopy (EDS) analyses. The findings showed that the bentonite presence promoted the enrichment of indigenous ureolytic bacteria, with lower bentonite levels enhancing ureolytic activity. Macroscopic and microscopic characterization indicated that the bentonite-coating sand structure was more conducive to the formation of large-sized calcite crystals capable of cementing soil particles compared to sand-supported and bentonite-supported structures. Additionally, excessive calcium ions (Ca2+) concentrations in the cementitious solution would lead to predominant calcite deposition on soil particle surfaces, contributing minimally to strength improvement. |
| Document Type: |
article |
| File Description: |
electronic resource |
| Language: |
English |
| ISSN: |
1674-7755 |
| Relation: |
http://www.sciencedirect.com/science/article/pii/S167477552400307X; https://doaj.org/toc/1674-7755 |
| DOI: |
10.1016/j.jrmge.2024.07.005 |
| Access URL: |
https://doaj.org/article/5b9dfc119ec548afbb1ef61c48d15c2b |
| Accession Number: |
edsdoj.5b9dfc119ec548afbb1ef61c48d15c2b |
| Database: |
Directory of Open Access Journals |
