Influence of biochar in the calcite precipitation of sandy soil using sporosarcina ureae

被引:6
作者
Shukla, Ambuj Kumar [1 ]
Sharma, Anil Kumar [1 ]
机构
[1] Natl Inst Technol, Dept Civil Engn, Patna 800005, Bihar, India
关键词
MICP; Carbon sequestration; Biochar; Stiffness; Sporosarcina ureae; INDUCED CARBONATE PRECIPITATION; CEMENT; IMPROVEMENT; EMISSIONS; LIFE;
D O I
10.1016/j.jenvman.2024.121048
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The microbially induced calcium carbonate precipitation (MICP) technology is an emerging novel and sustainable technique for soil stabilization and remediation. MICP, a microorganism -mediated biomineralization process, has attracted interest for its potential to enhance soil characteristics. The inclusion of biochar, a carbon -rich substance formed by biomass pyrolysis, adds another degree of intricacy to this process. The study highlights the impact of the combination of biochar and MICP together, using a bacterium, Sporosarcina ureae , on soil improvement. This blend of MICP and biochar improved the soil in terms of its geotechnical properties and also enabled the sequestering of carbon safely. It was observed that addition of 4% biochar significantly increased the soil ' s shear strength parameters (c and phi ) as well as its stiffness after 21 treatment cycles. This improvement was because the calcium carbonate precipitate, which acts as a crucial binding agent, increased significantly due to microbial action in the soil-biochar mixture compared to the pure soil sample. The excess carbonate precipitation on account of biochar addition was verified through SEM-EDAX analysis where the images showed noteworthy carbonate precipitation on the surface of particles and increment in the calcium mass at the same treatment cycles when compared with untreated sand. The collaboration between MICP and biochar effectively increased the carbon sequestration within the sand sample. It was observed that at 21 cycles of treatment, the carbon storage within the sand sample increased by almost 3 times at 4% biochar compared to sand without any biochar. The statistical analysis further affirmed that strength depends on both biochar and the number of treatment cycles, whereas carbon sequestration potential is primarily influenced by the biochar content alone. This strategy, as a sustainable and environmentally friendly approach, has the potential to reform soil improvement practices and contribute to both soil strength enhancement and climate change mitigation, supporting the maintenance of ecological balance.
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页数:15
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