• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
古文博, 童立元, 闫鑫, 刘文源, 刘松玉, 仇涛. 电化学注浆-碳化联合加固软土地基试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240365
引用本文: 古文博, 童立元, 闫鑫, 刘文源, 刘松玉, 仇涛. 电化学注浆-碳化联合加固软土地基试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240365
Experimental study of electrochemical-carbonation combined foundation stabilization technology in soft clay ground[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240365
Citation: Experimental study of electrochemical-carbonation combined foundation stabilization technology in soft clay ground[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240365

电化学注浆-碳化联合加固软土地基试验研究

Experimental study of electrochemical-carbonation combined foundation stabilization technology in soft clay ground

  • 摘要: “双碳”背景下的软土地基处理近年来是一个研究热点。本文介绍了一种电化学注浆联合CO2碳化加固软土地基的新技术,即在电化学注浆过程中利用通气设备向土体注入CO2气体进行碳化固化以达到快速、大幅度提高软土地基强度的目的。通过室内模型试验,将所提方法与传统电化学注浆法处理后的土体不排水抗剪强度进行对比分析,并实测了电化学注浆-碳化联合加固过程中土体导电性和土体的pH值,论证了该技术加固软土地基的优越性。通过扫描电镜试验了解了电化学注浆-碳化联合固化软土后土体的微观胶结情况并揭示了其微观加固机理。试验结果显示:与传统电化学注浆加固效果相比,使用去极化CaCl2溶液和Na2SiO3溶液进行电化学注浆-碳化联合加固软土地基会使土体不排水抗剪强度有很大的提升,其中碳化作用贡献占比超过一半。研究表明该技术兼具固碳与软弱土体固化效果,对地基处理的低碳化发展具有重要意义。

     

    Abstract: Soft soil ground stabilization technology under the carbon peaking and carbon neutrality goals is a hot topic in recent years. In this paper, a new technology of electrochemical grouting combined with CO2 carbonation to strengthen soft soil foundation is introduced, that is, in the electrochemical grouting process, CO2 gas is injected into the soil by aerating equipment for carbonation and solidification, to improve the strength of soft soil foundation quickly and greatly. Through the laboratory model test, the undrained shear strength of the soil treated by the proposed method is compared with that of the soil treated by the electrochemical grouting method, and the soil conductivity and soil pH value in the process of stabilization are measured, which demonstrates the superiority of this technology in strengthening soft soil ground. The micro cementation of soft soil after electrochemical-carbonation combined treated was investigated by scanning electron microscope test, and its micro reinforcement mechanism is revealed. The test results show that the electrochemical grouting and carbonation combined reinforcement of soft soil foundation with depolarized CaCl2 solution and Na2SiO3 solution is better than that of traditional electrochemical grouting stabilization method, the undrained shear strength of soil is increased greatly, and the contribution of carbonation accounts for half of the total growth undrained shear strength. The study suggests that this technology has both carbon sequestration and soft soil solidification effects, which is of great significance for the low-carbon development of foundation stabilization.

     

/

返回文章
返回