首页|期刊导航|土木与环境工程学报(中英文)|氯化铝浓度对不同钙源条件下MICP固化效果的影响试验研究

氯化铝浓度对不同钙源条件下MICP固化效果的影响试验研究OA

Effect of aluminum chloride concentration on curing effect of MICP under different calcium source conditions

中文摘要英文摘要

钙源和外加剂对微生物诱导碳酸钙沉积(MICP)的加固效果均有影响.为探索不同浓度外加剂(AlCl3∙6H2O)和不同钙源联合作用对MICP固化效果的影响,开展砂柱试验和水溶液试验,在胶结液中加入不同浓度的AlCl3∙6H2O进行灌注试验,测试加固后砂柱的无侧限抗压强度和碳酸钙含量.分析钙源分别为氯化钙和醋酸钙的MICP加固效果以及不同浓度AlCl3∙6H2O对两种钙源下MICP加固效果的改进情况,并通过SEM分析铝离子对碳酸钙成分及形态的影响.结果表明:醋酸钙为钙源的固化效果更佳;加入铝离子后,氯化钙为钙源的强度优化效果更明显;6 mmol/L的AlCl3∙6H2O浓度为研究条件下的最佳优化浓度,有利于减少灌注次数、节省原材料以及降低经济成本;铝离子有助于碳酸钙晶体的形成,可增强砂颗粒的吸附性,实现其固化强度的提升.氯化铝浓度对不同钙源下MICP固化效果有显著影响,对实际应用有重要意义.

Both calcium source and admixture have an impact on the reinforcement effect of microbial induced calcium carbonate precipitation(MICP).In order to explore the effects of different concentrations of the admix-ture(AlCl3∙6H2O)and calcium sources on the curing effect of MICP,the sand column test and aqueous solution test were carried out,and different concentrations of AlCl3∙6H2O were added to the cementing solution for perfu-sion test,and the unconfined compressive strength(UCS)and calcium carbonate content after reinforcement were measured.The MICP reinforcement effects of calcium chloride and calcium acetate were analyzed,and the improvement of MICP reinforcement effect under different concentrations of AlCl3∙6H2O for the two calcium sources was analyzed.The effect of aluminum ions on the composition and morphology of calcium carbonate was analyzed with SEM.The results showed that calcium acetate as a calcium source had a better curing effect.After the addition of aluminum ions,the strength optimization effect of calcium chloride as a calcium source was more obvious.Among them,the concentration of AlCl3∙6H2O at 6 mmol/L was the optimal concentration,which was conducive to reduce the number of perfusions,saving raw materials and reducing economic costs.Aluminum ions contribute to the formation of calcium carbonate crystals,enhance the adsorption of sand parti-cles,and improve the curing strength.The concentration of aluminum chloride has a significant effect on the cur-ing effect of MICP with different calcium sources,which is of great significance for engineering practice.

彭劼;张丽瑶;朱琪;欧阳鑫涛;郭子豪;罗晨玮

河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098

建筑与水利

微生物诱导碳酸钙沉积(MICP)氯化铝氯化钙醋酸钙无侧限抗压强度

microbial induced calcium carbonate precipitation(MICP)aluminum chloridecalcium chloridecalcium acetateunconfined compressive strength

《土木与环境工程学报(中英文)》 2026 (3)

13-20,8

国家自然科学基金(51578214) Foundation item:National Natural Science Foundation of China(No.51578214)

10.11835/j.issn.2096-6717.2024.111

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