TBM 导洞掘进与扩挖对上部建筑及下覆隧道影响规律
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杨 建(1978—),男,高级工程师,从事市政工程施工技术研究与管理工作。

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TV554

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中国水利水电第七工程局有限公司科技攻关项目 (BJNHL-科研-2024-001)


The influence mechanisms of TBM pilot tunnel excavation and enlargement on overlying structure and underlying tunnel
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    摘要:

    为研究合建构筑物的施工场地内 TBM 导洞掘进与扩挖施工过程对临近建筑物的影响规律,依托布吉南环道路隧道工程,采用有限元分析软件建立含有上部邻近建筑物与下覆供水隧道的 TBM 导洞掘进与扩挖三维数值模型,分析 TBM 导洞掘进与扩挖各个施工阶段的地面沉降、隧道收敛、围岩应力特征及对上部建筑物和下覆供水隧道的影响规律,并利用监测数据对数值模拟结果进行了验证。研究结果表明:1) TBM 导洞掘进与扩挖过程中,地面沉降出现叠加效应,沉降量随施工步呈现由非线性增大趋势,隧道扩挖阶段产生的地面沉降明显大于 TBM 导洞掘进过程,在线隧道施工产生的地面沉降大于右线隧道;TBM 导洞掘进贯通时各导洞收敛值不同;在隧道拱腰、拱脚及仰拱部位出现明显的应力集中现象。2) TBM 导洞掘进与扩挖施工会对上部建筑物和下覆供水隧道产生一定影响,建筑物沉降量随施工步呈现非线性增长趋势,隧道扩挖完成后建筑物最大沉降为 4.53 mm;下覆供水隧道沿径向位移沿对称轴线呈梯度变化,但仰拱由供水隧道向周边围岩逐渐减小,隧道扩挖阶段造成供水隧道产生的最大径向变形,扩挖后最大变形为 1.11 mm。本文研究成果可用于实际隧道开挖与支护过程,保障施工过程中隧道及周边建构筑物安全。

    Abstract:

    In order to investigate the influence of TBM pilot tunnel excavation and enlargement construction on adjacent structures in a site containing existing buildings, this study takes the Buji south ring road tunnel project as a case study. A three-dimensional numerical model incorporating upper buildings and an underlying water supply tunnel system was established using finite element software. The model simulated and analyzed ground settlement, tunnel convergence, surrounding rock stress characteristics, and the impact on both upper buildings and the underlying water supply tunnel during various construction stages of TBM pilot tunneling and enlargement. Monitoring data were used to validate the numerical simulation results. The findings reveal that: 1) During TBM pilot tunneling and enlargement construction, ground settlement exhibits a superposition effect and increases nonlinearly with construction steps. The settlement induced by tunnel enlargement is significantly greater than that caused by TBM pilot tunneling, and the settlement generated by the left-tunnel excavation exceeds that of the right tunnel. The convergence values of each pilot tunnel vary upon completion of the four-tunnel excavation. Notable stress concentration occurs at the tunnel haunches, arch feet, and invert. 2) TBM pilot tunneling and enlargement construction exert a measurable impact on both upper buildings and the underlying water supply tunnel. Building settlement shows a clear increasing trend with construction progress, reaching a maximum settlement of 4.53 mm after tunnel enlargement. The vertical displacement of the underlying water supply tunnel exhibits a gradient distribution along the pilot tunnel axis, decreasing from the crown to the invert. The enlargement phase induces significant uplift in the water supply tunnel, with a maximum uplift of 1.11 mm post-enlargement. The research findings of this paper can be applied to practical tunnel excavation and support processes to ensure the safety of the tunnel and surrounding structures during construction.

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杨 建,李恒光,伏志威,莫颜飞,陈保国. TBM 导洞掘进与扩挖对上部建筑及下覆隧道影响规律[J].工程建设,2026,58(3):56-64

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  • 在线发布日期: 2026-07-31
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