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贵阳地铁隧道工后地表沉降预测模型研究

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地铁隧道工后地表沉降是一个重要的安全隐患,若控制不当,将严重威胁地铁隧道及周边建筑物的安全.深入研究地铁隧道工后地表沉降规律,是采取有效控制措施的必要前提.以贵阳地铁3号线区间隧道为例,通过分析现场监测数据,探讨了地铁隧道工后地表沉降的规律性.利用数学模型对贵阳地铁隧道工后地表沉降进行了预测,并对预测效果进行了比较分析.结果表明,指数函数模型和对数函数模型在拟合实测数据方面表现出色,但针对该区间隧道的地表工后沉降情况,指数模型在中后期的预测精度更高,显示出更好的适用性.
Prediction Model of Surface Subsidence after the Construction of Guiyang Metro Tunnel
The post-construction surface subsidence of subway tunnels is an important safety hazard,which will seriously affect the safety of subway tunnels and neighboring buildings if it is not properly controlled.Therefore,an in-depth study of the law of post-work surface subsidence in subway tunnels is a necessary prerequisite for taking effective control measures.In this stud-y,the regularity of the post-work surface subsidence of subway tunnels is explored by analyzing the on-site monitoring data in the Guiyang subway Line No.3 interval tunnel as an example.A mathematical model was used to predict the post-work surface subsidence of the Guiyang subway tunnel,and a comparative analysis of the prediction effect was carried out.The results show that the exponential function model and the logarithmic function model perform well in fitting the measured data,but for the post-work surface subsidence of the tunnel in this zone,the exponential function model has a higher prediction accuracy in the middle and late stages,showing better applicability.

Post-Construction Surface SubsidenceMathematical ModelSettlement Prediction

李应肖、刘远明、郑滔、周宇航、滕召磊

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贵州大学土木工程学院,贵阳 550025

贵阳市公共交通投资运营集团有限公司,贵阳 550091

工后地表沉降 数学模型 沉降预测

贵州省自然科学基金贵阳城市轨道交通科研项目

黔科合基础-ZK[2022]一般082GD3-FW-YJ-05-2020-13-ZB

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(4)