首页|新建隧道施工对既有桥梁安全影响研究

新建隧道施工对既有桥梁安全影响研究

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为评判新建隧道施工过程中既有桥梁结构安全性能,利用有限元软件,基于地层结构法,建立三维实体仿真模型,解析新建隧道施工过程中,周边围岩及既有桥梁桩基变形规律.研究表明:既有桥梁桩基横向位移和竖向位移随着隧道施工步序开展逐渐增加,通道开挖完成为最不利工况,桩基顺桥向位移随着隧道施工步序开展呈上下来回波动规律,施工过程中,尚需加强关注各工序之间结构的变形和受力.隧道施工过程中,周边围岩及既有桥梁桩基最大水平位移和竖向位移均小于控制指标.研究成果可供此类项目安全评估参考.
Safety Impact of New Tunnel Construction on Existing Bridges
In order to evaluate the safety performance of existing bridge structures during the construction process of new tunnels,a three-dimensional solid simulation model was established using finite element software based on the geological structure method.The deformation laws of surrounding rock and existing bridge pile foundations during the construction process of new tunnels were analyzed.Research has shown that the horizontal and vertical displacement of existing bridge pile foundations gradually increase with the progress of tunnel construction steps,and the completion of channel excavation is the most unfavorable working condition.The displacement of pile foundations along the bridge direction fluctuates up and down with the progress of tunnel construction steps.During the construction process,it is still necessary to pay more attention to the deformation and stress of the structure between each process.During the tunnel construction process,the maximum horizontal and vertical displacement of the surrounding rock and existing bridge pile foundation are both lower than the control indicators.The research results can serve as a reference for safety assessment of such projects.

New tunnel constructionExisting bridgesSecurity assessmentSurrounding rock

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江西省交通科学研究院有限公司,南昌 330052

新建隧道 既有桥梁 安全评估 围岩

重庆市教委科学技术研究计划

KJQN202304301

2024

交通与运输
上海市交通工程学会

交通与运输

影响因子:0.342
ISSN:1671-3400
年,卷(期):2024.40(3)
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