Bacterial activity and cementation pattern in biostimulated MICP-treated sand-bentonite mixtures DOI Creative Commons
Yu Zhang, X Xu, Shiqi Liu

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: July 1, 2024

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 sandy soils. Within the sand-clay-bacteria-calcite system, property content play crucial roles affecting bacterial growth calcite formation. More important, bentonite is particularly sensitive changes geochemical environment. In this study, sand-bentonite mixtures were treated by biostimulated MICP, aiming provide insights into behavior system. activity cementation pattern at different contents evaluated through a series tests such enrichment tests, unconfined compressive strength (UCS) measurements, mercury intrusion porosimetry (MIP) scanning electron microscopy (SEM) observations, energy dispersive X-ray spectroscopy (EDS) analyses. findings showed that presence promoted indigenous ureolytic bacteria, with lower levels enhancing activity. Macroscopic microscopic characterization indicated bentonite-coating sand structure was more conducive formation large-sized crystals capable cementing soil particles compared sand-supported bentonite-supported structures. Additionally, excessive calcium ions (Ca2+) concentrations cementitious solution would lead predominant deposition on particle surfaces, contributing minimally improvement.

Language: Английский

Microbial induced carbonate precipitation for remediation of heavy metals, ions and radioactive elements: A comprehensive exploration of prospective applications in water and soil treatment DOI Creative Commons

Md. Taharia,

Debanjan Dey, Koyeli Das

et al.

Ecotoxicology and Environmental Safety, Journal Year: 2024, Volume and Issue: 271, P. 115990 - 115990

Published: Jan. 22, 2024

Improper disposal practices have caused environmental disruptions, possessing by heavy metal ions and radioactive elements in water soil, where the innovative sustainable remediation strategies are significantly imperative last few decades. Microbially induced carbonate precipitation (MICP) has emerged as a pioneering technology for remediating contaminated soil water. Generally, MICP employs urease-producing microorganisms to decompose urea (NH2CONH2) into ammonium (NH4+and carbon dioxide (CO2), thereby increasing pH levels inducing (CO32−), effectively removing remove contaminants. Nonetheless, intricate mechanism underlying mineralization poses significant challenge, constraining its application contaminants engineering, particularly context of prolonged leaching over time efficacy adverse conditions. This review provides comprehensive idea recent development examining metabolic pathways, mineral mechanisms, factors well providing future perspectives commercial utilization. The use ureolytic bacteria demonstrates cost-efficiency, compatibility, successful pollutant abatement tradition bioremediation techniques, bio-synthesis nanoparticles. limitations such large-scale application, elevated Ca2+levels groundwater, gradual contaminant release need be overcome. possible research directions technology, emphasizing potential conventional remediation, CO2 sequestration, bio-material synthesis, role reducing impact long-term economic benefits.

Language: Английский

Citations

32

Artificial intelligence-based prediction models of bio-treated sand strength for sustainable and green infrastructure applications DOI
Muhammad Naqeeb Nawaz, Ahmed Yar Akhtar, Waqas Hassan

et al.

Transportation Geotechnics, Journal Year: 2024, Volume and Issue: 46, P. 101262 - 101262

Published: May 1, 2024

Language: Английский

Citations

16

Bacterial biomineralization of heavy metals and its influencing factors for metal bioremediation DOI

Souradip Mallick,

Trisnehi Pradhan,

Surajit Das

et al.

Journal of Environmental Management, Journal Year: 2025, Volume and Issue: 373, P. 123977 - 123977

Published: Jan. 1, 2025

Language: Английский

Citations

2

Influence of injection methods on bio-mediated precipitation of carbonates in fracture-mimicking microfluidic chip DOI
Chang Zhao, Yang Xiao, Xiang He

et al.

Géotechnique, Journal Year: 2023, Volume and Issue: 75(2), P. 153 - 165

Published: Oct. 24, 2023

Enzymatically induced carbonate precipitation (EICP) is a potential method to alter the hydraulic properties of fractured rocks. The pore-scale in situ formation bio-mediated precipitated carbonates fracture-mimicking channels was investigated experimentally through visualisation platform and microfluidic technology. Image processing employed analyse behaviour. Three representative biogrouting methods (one-phase continuous injection, one-phase staged injection two-phase injection) role nucleation agents were examined this study. Results revealed that more amorphous substances formed during process, exhibited superior efficiency, whereas demonstrated better effectiveness channel clogging. addition resulted channel-like pattern, compared crystals absence additives. hydrodynamic coupling between flow velocity used explain mechanisms fracture sealing. Precipitation aggregation led reduction microchannel aperture, thereby influencing field. Under flow-induced shearing, could be transported settled on surface, leading self-enhancing process channelling. This study provides insights into microscopic EICP advances application repair.

Language: Английский

Citations

31

Anisotropic small-strain stiffness of lightly biocemented sand considering grain morphology DOI
Jinquan Shi, Yang Xiao, J. Antônio H. Carraro

et al.

Géotechnique, Journal Year: 2023, Volume and Issue: unknown, P. 1 - 14

Published: Sept. 12, 2023

Small-strain stiffness and anisotropy of a sand are sensitive to the fabric, which can be significantly affected by particle shape cementation. In this study, multidirectional bender element isotropic compression tests were performed on glass sands with different shapes biocementation levels. The small-strain untreated biotreated systematically investigated. A natural cementation process is used investigate cemented sand; might potential way replicate mechanical behaviour undisturbed weak Test results showed that increases increasing angularity. It proposed shear wave velocity has sensitivities parameters for uncemented sands. increase in angularity decreases stress levels at an identical void ratio state. For lightly biocemented sands, improved after biotreatment reaction calcite bonds among grains. development specimens first then level, cannot changed even normalisation using parameter Hardin equation.

Language: Английский

Citations

24

Fracture sealing based on microbially induced carbonate precipitation and its engineering applications: A review DOI Creative Commons
Zhichao Song,

Chuangzhou Wu,

Zuoyong Li

et al.

Biogeotechnics, Journal Year: 2024, Volume and Issue: 2(4), P. 100100 - 100100

Published: May 5, 2024

In this review, the development and application of microbially induced carbonate precipitation (MICP) technology for sealing underground engineering fractures are discussed in detail. The importance micro-fractures an environmentally friendly efficient manner is emphasized, potential MICP method controlling pore fracture seepage highlighted. fundamental mechanisms, key influencing factors, numerical models, applications fields geological CO2 storage oil resources comprehensively summarized paper. At same time, limitations existing research future directions discussed, especially terms improving processing efficiency, environmental impacts, cost considerations. Overall, provides a new reinforcement geotechnical expected to play role space engineering.

Language: Английский

Citations

9

Compressibility and permeability characteristics of dredged slurry with the skeleton construction effect of superabsorbent polymers DOI
Yufan Song, Yupeng Cao, Jie Yin

et al.

Marine Georesources and Geotechnology, Journal Year: 2025, Volume and Issue: unknown, P. 1 - 13

Published: Jan. 28, 2025

Language: Английский

Citations

1

Study on Mechanical Strength and Microstructure of Zinc-Contaminated Soil Solidified by Microbial-Induced Magnesium Carbonate Precipitation DOI
Yu Song, Jiaqi Li, Wei Liu

et al.

Geomicrobiology Journal, Journal Year: 2025, Volume and Issue: unknown, P. 1 - 13

Published: Feb. 16, 2025

Language: Английский

Citations

1

State-of-the-art review on the application of microfluidics in biogeotechnology DOI
Yang Xiao, Baofeng Cao, Jinquan Shi

et al.

Transportation Geotechnics, Journal Year: 2023, Volume and Issue: 41, P. 101030 - 101030

Published: May 21, 2023

Language: Английский

Citations

19

Microfluidic experiments of biological CaCO3 precipitation in transverse mixing reactive environments DOI
Chang Zhao, Yang Xiao, Jian Chu

et al.

Acta Geotechnica, Journal Year: 2023, Volume and Issue: 18(10), P. 5299 - 5318

Published: June 12, 2023

Language: Английский

Citations

18