岩土力学 ›› 2026, Vol. 47 ›› Issue (9): 2953-2965.doi: 10.16285/j.rsm.2025.1276CSTR: 32223.14.j.rsm.2025.1276

• 基础理论与实验研究 • 上一篇    下一篇

MgO固化-碳化泥水盾构高液限粉土质量转化模型及机制研究

李炳志1, 2,闵凡路1, 2,张楠3,李永波4,张亚洲4,申志军5   

  1. 1. 河海大学 精细爆破全国重点实验室,江苏 南京 210024;2. 河海大学 土木与交通学院,江苏 南京 210024;3. 江苏科技大学 建筑与土木工程学院,江苏 镇江 212100;4. 中交隧道工程局有限公司,北京 100102;5. 中铁四局集团有限公司,安徽 合肥 230023
  • 收稿日期:2025-11-25 接受日期:2026-04-23 出版日期:2026-09-11 发布日期:2026-08-28
  • 通讯作者: 闵凡路,男,1985年生,博士,教授,主要从事环境岩土、隧道与地下工程方面研究。E-mail: minfanlu@hhu.edu.cn
  • 作者简介:李炳志,男,2001年生,博士研究生,主要从事盾构隧道及环境岩土方面研究。E-mail: 572318242@qq.com
  • 基金资助:
    国家自然科学基金(No.52378394);中央高校基本科研业务费与专项资金(No.B230201037);云南省重点研发计划项目(No.202503AC100001)。

Mass transformation model and mechanism of MgO solidification-carbonation in slurry shield high liquid limit silt

LI Bing-zhi1, 2, MIN Fan-lu1, 2, ZHANG Nan3, LI Yong-bo4, ZHANG Ya-zhou4, SHEN Zhi-jun5   

  1. 1. State Key Laboratory of Precision Blasting, Hohai University, Nanjing, Jiangsu 210024, China; 2. College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210024, China; 3. School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu 212100, China; 4. CCCC Tunnel Engineering Co., Ltd., Beijing 100102, China; 5. China Railway No.4 Engineering Group Co., Ltd, Hefei, Anhui 230023, China)
  • Received:2025-11-25 Accepted:2026-04-23 Online:2026-09-11 Published:2026-08-28
  • Supported by:
    This wok was supported by the National Natural Science Foundation of China (52378394), the Fundamental Research Funds for the Central Universities (B230201037) and the National Key R&D Program of Yunnan Province (202503AC100001).

摘要: 大直径泥水盾构产出的巨量废弃土导致的环保问题日益严重,MgO固化−碳化技术则是一种高效、绿色可持续的废弃土改性方法,但碳化过程中土壤质量转化规律及机制尚不明确。为此,基于水分转化机制,定量测定了不同MgO掺量、碳化时间条件下碳化土的孔隙水、CO2含量,探究土壤各组分质量变化规律,提出质量转化机制模型与质量转化模型,分析质量转化模型与力学性质间关联。结果表明:碳化过程中土壤质量改变由CO2吸收和蒸发水逸出构成,各组分含量的变化满足水分转化、碳−水协同关系;由CO2吸收引起的土体质量增长比例随碳化时间的延长而增大,最多可吸收197 kg/m3;水分转化重心逐渐向矿物水的增加迁移,最多有48%的孔隙水转化为碳化矿物水。拟合发现,随着掺量的增大,孔隙水消耗与CO2吸收的比值下降,碳化反应吸收CO2的效率更高。通过建立基于水分转化原理的质量转化模型,利用模型中各组分的变化来间接判断强度、弹性模量的改变情况,其中孔隙水变化量与无侧限强度、弹性模量分别呈自然指数、线性关系,通过质量转化模型分析力学性质的计算方法为MgO固化−碳化泥水盾构高液限粉土的预测提供了一种新的思路。

关键词: 泥水盾构, MgO, 碳化, 水分转化, 质量转化

Abstract: Environmental problems associated with the large volumes of waste soil generated by large-diameter slurry shield tunneling have become increasingly severe. MgO-based solidification-carbonation is an efficient, environmentally friendly, and sustainable method for modifying waste soil. However, the governing patterns and mechanisms of mass transfer during carbonation remain unclear. To address this issue, this study quantitatively determined the pore water and CO2 contents in carbonated soils with different MgO contents and carbonation times based on the water transformation mechanism. It then investigated the mass-change behavior of each soil component, proposed a mass transfer mechanism and a mass transfer model, and analyzed the relationships between the model and the mechanical properties of the soil. The results show that soil mass changed during carbonation consist of CO2 absorption and pore water evaporation. The variations in the contents of each soil component conforms to the water transformation mechanism and the synergistic carbon–water interaction. The proportion of soil mass increase caused by CO2 absorption increased with the prolongation of carbonation time, with a maximum absorption capacity of 197 kg/m3. Meanwhile, water transformation gradually shifted toward the formation of mineral water, with up to 48% of pore water converted into carbonation-derived mineral water. Fitting results indicated that, as the MgO content increased, the ratio of pore water consumption to CO2 absorption decreased, suggesting improved CO2 utilization efficiency during carbonation. By establishing a mass transfer model based on the water transformation principle, the changes in unconfined compressive strength (UCS) and elastic modulus could be indirectly inferred from variations in the individual components of the model. Among these variables, pore water variation exhibited an exponential relationship with UCS and a linear relationship with elastic modulus. The calculation method for analyzing mechanical properties through the mass transfer model provided a novel approach for predicting the properties of MgO-based solidified/carbonated high-plasticity silt generated by slurry shield tunneling.

Key words: slurry shield, MgO, carbonation, water transfer, mass transfer

中图分类号: TU411
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