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, 2025, 47(7): 1464-1473. 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, 2025, 47(7): 1464-1473. DOI: 10.11779/CJGE20240365
    GU Wenbo, TONG Liyuan, YAN Xin, LIU Wenyuan, LIU Songyu, QIU Tao. Experimental study on combined stabilization technology of electrochemical grouting-carbonation for soft soil ground[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(7): 1464-1473. DOI: 10.11779/CJGE20240365
    Citation: GU Wenbo, TONG Liyuan, YAN Xin, LIU Wenyuan, LIU Songyu, QIU Tao. Experimental study on combined stabilization technology of electrochemical grouting-carbonation for soft soil ground[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(7): 1464-1473. 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 on combined stabilization technology of electrochemical grouting-carbonation for soft soil 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。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: The stabilization technology for soft soil ground under the carbon peaking and carbon neutrality goals is a hot topic in recent years. A new technology of electrochemical grouting combined with CO2 carbonation to strengthen soft soil foundation is introduced, that is, in the electrochemical grouting process, the CO2 gas is injected into the soil by using the aerating equipment for carbonation and solidification to improve the strength of soft soil foundation quickly and greatly. Through the laboratory model tests, 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 the soft soil ground. The micro-cementation of soft soil after the combined treatment of electrochemical grouting carbonation is investigated through the scanning electron microscope tests, and its micro-reinforcement mechanism is revealed. The test results show that the combined reinforcement of electrochemical grouting and carbonation for the soft soil foundation with depolarized CaCl2 solution and Na2SiO3 solution is better than the traditional electrochemical grouting stabilization method, the undrained shear strength of soil increases greatly, and the contribution of carbonation accounts for half of the total growth undrained shear strength. It is shown that the proposed technology has both carbon sequestration and soft soil solidification effects, which is of great significance for the low-carbon development of foundation stabilization.

       

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