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纳米SiO2-MICP协同固化淤泥效能评价与驱动机制

陈浩

长江科学院院报2024,Vol.41Issue(12):117-125,9.
长江科学院院报2024,Vol.41Issue(12):117-125,9.DOI:10.11988/ckyyb.20230818

纳米SiO2-MICP协同固化淤泥效能评价与驱动机制

Performance Evaluation and Driving Mechanisms of Synergistic Solidification with Nano-Sio2 and-MICP for Sludge

陈浩1

作者信息

  • 1. 中国铁建港航局集团有限公司总承包分公司,广东珠海 519000
  • 折叠

摘要

Abstract

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.

关键词

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

Key words

Nano-SiO2/microbial induced carbonate precipitation/unconfined compressive strength/Ca2+utiliza-tion/scanning electron microscopy/solidified sludge

分类

建筑与水利

引用本文复制引用

陈浩..纳米SiO2-MICP协同固化淤泥效能评价与驱动机制[J].长江科学院院报,2024,41(12):117-125,9.

长江科学院院报

OA北大核心CSTPCD

1001-5485

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