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羧甲基纤维素钠改进MICP固化效果的试验研究

郭子豪 白兰兰 张丽瑶 朱琪 罗晨玮 彭劼

防灾减灾工程学报2026,Vol.46Issue(2):454-466,13.
防灾减灾工程学报2026,Vol.46Issue(2):454-466,13.DOI:10.13409/j.cnki.jdpme.20250423001

羧甲基纤维素钠改进MICP固化效果的试验研究

Experimental Study on Improvement of MICP Reinforcement Effect by Sodium Carboxymethyl Cellulose

郭子豪 1白兰兰 2张丽瑶 1朱琪 1罗晨玮 1彭劼1

作者信息

  • 1. 河海大学土木与交通学院,江苏 南京 210098
  • 2. 苏交科集团股份有限公司,江苏 南京 210000
  • 折叠

摘要

Abstract

To enhance the application effectiveness of microbially induced calcium carbonate precipita-tion(MICP)technology in soil reinforcement,this study introduced sodium carboxymethyl cellulose(CMC-Na)as an additive,and conducted laboratory experiments to investigate the influence of CMC-Na content(0-0.8%)on the mechanical properties and microstructure of MICP-treated sandy soil.The experimental results showed that the optimal effect was achieved when the CMC-Na content was 0.2%.The mechanism lay in the fact that CMC-Na could increase the viscosity of the cementation so-lution and slow the infiltration rate,thereby increasing calcium ion utilization by 11.6%and increasing calcium carbonate production by 1.5 times.Macroscopic performance tests showed that at this con-tent,the sand column achieved an unconfined compressive strength of 3 157.5 kPa(9.8 times that of the blank control group),the permeability coefficient decreased by 61.2%,and the longitudinal distri-bution of calcium carbonate became more uniform.Microscopic analysis further revealed that the calci-um carbonate crystals formed under this condition were vaterite,which,compared with the calcite formed without CMC-Na,filled the pores between sand particles more uniformly and formed a dens-er cementation structure.This study provides new insights for the optimization and practical applica-tion of MICP technology.

关键词

微生物诱导碳酸钙沉积/外加剂/羧甲基纤维素钠/石英砂/土体加固

Key words

microbially induced calcium carbonate precipitation/additive/sodium carboxymethyl cellulose/quartz sand/soil reinforcement

分类

建筑与水利

引用本文复制引用

郭子豪,白兰兰,张丽瑶,朱琪,罗晨玮,彭劼..羧甲基纤维素钠改进MICP固化效果的试验研究[J].防灾减灾工程学报,2026,46(2):454-466,13.

基金项目

国家自然科学基金(51578214)、江苏省交通运输厅科技成果转化项目(2021QD07)资助 (51578214)

防灾减灾工程学报

1672-2132

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