基于浆液流动性与压注试验的盾构隧道同步注浆关键施工技术研究
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1.南昌轨道交通集团有限公司;2.中铁五局集团 第一工程有限责任公司;3.湖南科技大学 土木工程学院

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Research on Key Construction Technologies of Synchronous Grouting for Shield Tunnels Based on Slurry Fluidity and Grouting Tests
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1.Nanchang Rail Transit Group Co,Ltd;2.The First Engineering Co,Ltdof China Railway Fifth Group;3.School of Civil Engineering,Hunan University of Science and Technology

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    摘要:

    南昌地铁1号线穿越赣江工程时,地下水丰富,渗透性强,极易发生突水突泥事故,影响盾构隧道的掘进,本文通过浆液流动性与压注试验,来得到合适的浆液配合比和注浆部位周围的土压力。结果表明,同步注浆材料的流动性受其初始注浆压力影响,单位长度的压力损失随着初始压力的增大呈近似线性增长。随着表体比的增加,注浆材料在流动过程中因摩擦等因素造成的压力损失越显著。注浆过程中,随着注浆过程的推进,浆液在土体中固结,导致其流动性减小,从而影响注浆系统的压力分布。在南昌地铁1号线穿越赣江工程中将最大地表沉降为3mm,本研究可为类似工程提供参考。

    Abstract:

    When the Nanchang Metro Line 1 passes through the Ganjiang River, there is abundant groundwater with strong permeability, which makes it highly prone to sudden water and mud gushing accidents, affecting the tunneling of the shield tunnel. This paper obtains the appropriate slurry mix ratio and the soil pressure around the injection area through slurry fluidity and injection test. The results show that the fluidity of the synchronous injection material is affected by its initial injection pressure, and the pressure loss per unit length increases approximately linearly with the increase of the initial pressure. As the surface ratio increases, the pressure loss caused by friction and other factors during the slurry flow process becomes more significant. During the injection process, as the injection process progresses, the slurry consolidates in the soil, resulting in a decrease in its fluidity and thus affecting the pressure distribution of the injection system. In the Nanchang Metro Line 1 crossing the Ganjiang River project, the maximum surface settlement was 3mm. This study can provide a reference for similar projects.

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  • 收稿日期:2025-01-11
  • 最后修改日期:2025-06-04
  • 录用日期:2025-06-09
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