INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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Influence of Alkaline Accelerators on Performance of Backfill Grouting in Shield Engineering and Its Micro-mechanism |
ZHU Wenchao1, ZHANG Lei2, ZHANG Yazhou2, LI Mingqing3, ZHANG Jianfeng3, MIN Fanlu1, *
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1 College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China 2 CCCC Tunnel Engineering Co., Ltd., Beijing 100102, China 3 College of Mechanics and Materials, Hohai University, Nanjing 211100, China |
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Abstract Appropriate accelerators were selected to reduce the setting time of grouting slurry, thereby controlling ground settlement and minimizing early segment flotation in backfill grouting of shield projects. Two typical alkaline accelerators, Na2CO3 and Li2CO3, were utilized in the preparation of backfill grouting, and their effects on setting time, fluidity loss, and slurry strength were analyzed. Experimental results demonstrated that both types of accelerators significantly reduced the setting time of the slurry and increased its strength. However, the loss of slurry fluidity over time also accelerated. By adding 3%Na2CO3 and 0.5%Li2CO3, the setting time was reduced to 6.5 hours and 8 hours, respectively, while the fluidity maintained at 220 mm after 2.5 hours. After 14 days, the slurry strength reached 3.8 MPa, which was more than 30% higher than that of the slurry without accelerators. Microstructure analysis revealed that the alkaline accelerators promoted the hydration of cement minerals C3A and C3S by reacting with gypsum and CH crystals, thus shortening the setting time of the slurry. Additionally, alkaline accelerators promoted the hydration of cement to produce hydrotalcite and calcite, and stimulated the formation of C-A-S-H from fly ash, all of which enhanced the density of slurry structure and thus improved later strength.
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Published: 10 October 2024
Online: 2024-10-23
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Fund:National Natural Science Foundation of China (52378394,52078189) and the Fundamental Research Funds for the Central Universities (B230201037). |
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