Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (9): 2953-2965.doi: 10.16285/j.rsm.2025.1276

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

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).

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

CLC Number: 

  • TU411
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