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纳米SiO2-MICP协同固化淤泥效能评价与驱动机制

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绿色低碳化学固化技术研发是"双碳"背景之下实现淤泥质地基快速加固的有效保障.为此,创新性提出活性纳米SiO2联合微生物诱导碳酸盐沉淀(MICP)协同技术对淤泥进行固化改性,通过试样无侧限抗压强度、pH变化、Ca2+利用率和扫描电镜等手段分析其加固效能与作用机理.结果表明:①当纳米SiO2掺量不高于0.1%时,SiO2-MICP固化淤泥试样抗压强度随纳米SiO2掺量增加而增大;②相比未添加纳米SiO2的MICP固化试样,0.5、1和2 mol/L Ca2+浓度下0.1%纳米SiO2联合MICP固化试样抗压强度对应提升64.21%、10.28%和75.98%;③纳米SiO2可为MICP提供新成核位点且填充孔隙,诱导淤泥试样中生物矿物由文石向方解石转化,且凝胶产物生成促进试样强度进一步升高;④纳米SiO2提高胶结液中Ca2+利用量和利用率,并调节液相环境中pH值水平.微生物诱导产生生物CaCO3(发挥胶结、填充、架桥等作用)和纳米SiO2物化效应(即矿物生长新成核位点、微集料填充、胶凝产物),二者联合作用促使淤泥固化体力学特性的提升和微观骨架的构建.
Performance Evaluation and Driving Mechanisms of Synergistic Solidification with Nano-Sio2 and-MICP for Sludge
The development of green and low-carbon chemical solidification technology is crucial for rapid solidifica-tion of soft ground under the"Dual Carbon"context.This study introduces an innovative synergistic technology that combines active nano-SiO2with microbial induced carbonate precipitation(MICP)for sludge solidification.Through unconfined compressive strength tests,pH monitoring,Ca2+utilization rate analysis,and scanning electron micros-copy,the reinforcement efficiency and micromechanisms of this technology are examined.Key findings include:1)An increase in compressive strength of nano-SiO2-MICP solidified sludge is observed with increasing nano-SiO2 con-tent up to 0.1%.2)Samples treated with 0.1%nano-SiO2at Ca2+concentrations of 0.5,1,and 2 mol/L exhibit compressive strength enhancements of 64.21%,10.28%,and 75.98%,respectively,compared to those without nano-SiO2.3)Nano-SiO2 provides new nucleation sites for MICP,fills pores,induces aragonite-to-calcite transfor-mation,and forms cementitious gels,thereby boosting sample strength.4)The presence of nano-SiO2enhances Ca2+utilization and pH regulation within the pore solution.Together,microbial-induced bio-CaCO3 processes(cementa-tion,filling,bridging)and nano-SiO2-induced physicochemical effects(new nucleation sites,micro aggregate fill-ing,and gelling products)synergistically improve the mechanical properties of solidified sludge and optimize the microscopic structural construction.

Nano-SiO2microbial induced carbonate precipitationunconfined compressive strengthCa2+utiliza-tionscanning electron microscopysolidified sludge

陈浩

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中国铁建港航局集团有限公司总承包分公司,广东珠海 519000

纳米SiO2 微生物诱导碳酸盐沉淀 无侧限抗压强度 Ca2+利用 扫描电镜 固化淤泥

2024

长江科学院院报
长江科学院

长江科学院院报

CSTPCD北大核心
影响因子:0.618
ISSN:1001-5485
年,卷(期):2024.41(12)