岩土力学 ›› 2026, Vol. 47 ›› Issue (4): 1160-1170.doi: 10.16285/j.rsm.2025.0231CSTR: 32223.14.j.rsm.2025.0231

• 基础理论与实验研究 • 上一篇    下一篇

预碳化时长对MgO固化压实土强度的影响试验研究

王勇1, 2,吴其金1, 2,李琦2,雷美清1,汪明元3   

  1. 1.桂林理工大学 广西岩土力学与工程重点实验室,广西 桂林 541004; 2.中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,湖北 武汉 430071; 3.中国电建集团华东勘测设计研究院有限公司,浙江 杭州 310014
  • 收稿日期:2025-03-05 接受日期:2025-06-04 出版日期:2026-04-13 发布日期:2026-04-15
  • 作者简介:王勇,男,1977年生,博士,研究员,博士生导师,主要从事特殊土土力学与工程特性的研究。E-mail: wangyong@whrsm.ac.cn
  • 基金资助:
    浙江省“尖兵领雁+X”研发攻关计划(No.2024C03126);国家自然科学基金(No.51827814)

Experiment on effects of pre-carbonation duration on the strength of MgO-cured compacted soil

WANG Yong1, 2, WU Qi-jin1, 2, LI Qi2, LEI Mei-qing1, WANG Ming-yuan3   

  1. 1. Guangxi Key Laboratory of Rock and Soil Mechanics and Engineering, Guilin University of Technology, Guilin, Guangxi 541004, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. China Electric Construction Group East China Survey and Design Institute Co., Ltd., Hangzhou, Zhejiang 310014, China
  • Received:2025-03-05 Accepted:2025-06-04 Online:2026-04-13 Published:2026-04-15
  • Supported by:
    This work was supported by the Zhejiang Province Leading Goose Program (2024C03126) and the National Natural Science Foundation of China (51827814).

摘要: 基于渣土挤压预制桩技术和活性MgO-CO2碳化固化法,研究采用MgO替代水泥做固化剂的可行性,探究了预碳化时长对压实土的颗粒级配、质量和含水率、无侧限抗压强度的影响,结合X射线衍射(X-ray diffraction,简称XRD)、热重分析(thermo-gravimetric analysis,简称TGA)、压汞(mercury intrusion porosimetry,简称MIP)和扫描电镜(scanning electron microscopy,简称SEM)试验,对碳化过程产物和微观结构演化特征开展分析,揭示了预碳化时长对MgO固化压实土强度的影响机制。结果表明:预碳化时长1~5 h内,压实土质量随碳化时间先快速增长后趋于平缓,含水率则呈相反趋势;土体不均匀系数Cu提高,可压实性增强,1~10 m范围的粒组颗粒显著增加;无侧限抗压强度提高先快后缓再趋于稳定,碳化过程生成较高硬度的碳化产物包裹在原始土颗粒表面,提高了颗粒自身的硬度,同时压实过程中碳化产物填充了土体中4~40 m的大孔隙和超大孔隙,此外养护阶段MgO继续水化碳化进一步填充孔隙,提高土体的密实程度,这三者共同作用促进了固化压实土宏观强度的提升;但随着碳化时长增加,碳化产物形成钝化层抑制CO2碳化反应的持续进行,同时土中水分不足也阻碍了MgO水化,从而影响碳化阶段的碳化反应,导致固化压实土的强度增长由快向缓转变。

关键词: MgO, 碳化, 抗压强度, 土体固化, 微观机制

Abstract: Based on the slag extruded precast pile technology and active MgO-CO2 carbonation curing method, the feasibility of using MgO instead of cement as curing agent was studied. Effects of the pre-carbonation duration on the particle gradation, mass and moisture content, and the unconfined compressive strength of MgO-cured compacted soil were investigated by combining the X-ray diffraction (XRD), thermo-gravimetric analysis (TGA), mercury intrusion porosimetry (MIP), and scanning electron microscopy (SEM) tests. The products of carbonization process and microstructure evolution characteristics were analyzed, and the mechanism of the influence of pre-carbonation duration on the strength of MgO-cured compacted soil was revealed. In pre-carbonation duration of 1−5 h, the mass of compacted soil increases rapidly and then tends to slow down with the carbonization time, but the water content shows in the opposite trend. The coefficient of uniformity Cu and the compactability increase with the rising number of particles in size of 1−10 m. The unconfined compressive strength increases rapidly then slows down to be stabilized. During the carbonization process, the carbonization products generated by the carbonation process are wrapped around the soil particle surface to improve the hardness. Morever, the carbonization products fill the large to super larger pores (4−40 m) in soil during the compaction, and MgO continues to hydrate and carbonize during the maintenance stage to further fill soil pores, leading to improve the degree of densification. The three mechanisms described above act synergistically to enhance the macroscopic strength of the cured compacted soil. However, with longer pre-carbonation durations, the formation of a passivating layer inhibits further carbonation. In addition, the initial low water content limits MgO hydration, reducing carbonation during the carbonation stage. These factors lead to a transition from rapid to slower strength development in the cured compacted soil.

Key words: MgO, carbonation, compressive strength, soil consolidation, microscopic mechanisms

中图分类号: TU 473
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