首页|新建工程施工对邻近既有隧道安全性能影响研究

新建工程施工对邻近既有隧道安全性能影响研究

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随着地铁及轨道交通工程的不断发展,新建工程施工对既有隧道结构力学性能的影响成为关注热点.本文利用有限元软件,基于Drucker-Prager屈服准则,建立了三维实体仿真模型,分析了新建工程施工对邻近既有隧道力学性能的影响规律.结果表明:基坑开挖和新建工程建筑荷载对隧道结构受力及变形产生一定影响,其中基坑开挖对结构变形和衬砌拉应力的影响较为显著,其最大增幅分别为 176%和 262%.基坑开挖是在最不利的情况下进行施工,因此需要加强监测措施.在新建工程施工前后,隧道结构应力和变形应在材料允许值范围内,并且周边围岩需处于稳定状态,以确保风险可控.本文采用三维有限元法解析新建工程施工过程中隧道受力和位移的变化规律,评估隧道结构安全性能,该研究方法可为此类结构提供参考.
Research on the Impact of New Construction Projects on the Safety Performance of Adjacent Existing Tunnels
With the continuous development of subway and rail transit engineering,the impact of new construction on the mechanical properties of existing tunnel structures has become a hot topic of concern.In this paper,by us-ing the finite element software,based on Drucker-Prager yield criterion,the three-dimensional solid simulation model was established,analyzed the new construction on the mechanical properties of adjacent existing tunnels.The results indicate that the excavation of foundation pits and the load of new construction have a certain impact on the stress and deformation of tunnel structures,and excavation of foundation pits has a more significant effect on structural deformation and lining tensile stress,with maximum increases of 176%and 262%,respectively.Ex-cavation of foundation pits is carried out under the most unfavorable conditions,therefore it is necessary to strengthen monitoring measures.Before and after the construction of new projects,the stress and deformation of tunnel structures should be within the allowable range of materials,and the surrounding rock should be in a sta-ble state to ensure controllable risks.The three-dimensional finite element method was used to analyze the changes in stress and displacement of tunnels during the construction process of new construction projects,evalu-ate the safety performance of tunnel structures,this research method can provide a reference for such structures.

numerical simulationnew construction projectsexisting tunnelsecurity assessmentsurrounding rock

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江西省交通科学研究院有限公司,江西 南昌 330052

数值模拟 新建工程 既有隧道 安全评估 围岩

2024

北方建筑

北方建筑

ISSN:
年,卷(期):2024.9(6)