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王超, 邹金锋, 舒丹, 伍钦铧. 盾构隧道正交侧穿既有桥梁桩基临界安全距离研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231192
引用本文: 王超, 邹金锋, 舒丹, 伍钦铧. 盾构隧道正交侧穿既有桥梁桩基临界安全距离研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231192
Study on the critical safety distance of shield tunnel orthogonal side passing through the pile foundation of the existing bridge[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231192
Citation: Study on the critical safety distance of shield tunnel orthogonal side passing through the pile foundation of the existing bridge[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231192

盾构隧道正交侧穿既有桥梁桩基临界安全距离研究

Study on the critical safety distance of shield tunnel orthogonal side passing through the pile foundation of the existing bridge

  • 摘要: 为探究盾构隧道穿越既有桥梁桩基的安全施工距离,以正交侧穿施工为例,考虑桩基剪切效应的影响,利用Pasternak双参数地基模型构建既有桥梁桩基和在建隧道中间土体水平位移的平衡微分方程,推导桩-隧中间土体的水平位移解析式,并基于尖点突变理论确定桩-隧中间土体势函数的标准表达式及其系统突变失稳的充分必要条件,据此建立盾构隧道正交侧穿既有桥梁桩基临界安全距离计算方法,通过数值模拟和现场实测共同验证计算方法的工程适用性,并利用该方法分析盾构隧道正交侧穿既有桥梁桩基临界安全距离的主要影响因素。结果表明:临界安全距离与桥梁桩基桩径比之间近似为指数函数关系,且二者呈正相关,而与盾构隧道深径比之间近似为二次函数关系,并随盾构隧道深径比的增大,先增大后减小,且在盾构隧道深径比为8.1时达到最大值;本文方法的理论值与数值模拟所得估测值拟合良好,且现场测量结果及相关规范也进一步验证了本文方法的工程适用性,为类似隧道穿越工程设计和施工方案的合理制定提供理论指导。

     

    Abstract: In order to investigate the safety construction distance of shield tunnel crossing the pile foundation of existing bridges, taking the construction of orthogonal side penetration as an example, considering the influence of pile shear effect, the Pasternak two-parameter foundation model was used to construct the equilibrium differential equations for the horizontal displacements of the soil in the middle of the pile foundation of existing bridges and tunnels in progress, and the analytical solutions for the horizontal displacements of the pile-tunnel intermediate soil was derived. Based on the cusp catastrophic theory, the standard expression of the potential function of the pile-tunnel intermediate soil and the sufficient necessary conditions for its system to be destabilized by mutation were determined. Accordingly, the calculation method for critical safety distance of the existing bridge pile foundation was established, and the engineering applicability of the calculation method was verified by numerical simulation and field measurements, and the method was also used to analyze the main influencing factors of the critical safety distance for the existing bridge pile foundation. The results show that the critical safety distance is approximately an exponential function with the diameter ratio of the bridge pile foundation, and the two are positively correlated, while it is approximately a quadratic function with the depth ratio of the shield tunnel, and increases and then decreases with the increase of the depth ratio of the shield tunnel, and reaches the maximum value when the depth ratio of the shield tunnel is 8.1. The theoretical values obtained by this study's method and the estimation values obtained by numerical simulation are well fitted, and the field measurement results and relevant specifications also further verify the engineering applicability of the calculation method in this study, which provides theoretical guidance for the rational development of similar tunnel crossing project design and construction program.

     

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