首页|深基坑开挖卸荷对邻近隧道变形影响及伺服控制效果分析

深基坑开挖卸荷对邻近隧道变形影响及伺服控制效果分析

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采用基于有限元方法的数字化模型准确模拟并分析地下基坑有无伺服控制情况下对坑外隧道变形的影响.研究结果表明,增设伺服控制后,隧道的变形减小,整体的水平位移和竖向位移均显著降低,其中最大水平位移值减小55.5%,最大竖向位移值减小了56%,通过轴力伺服系统能实现对围护结构侧向变形的精细化主动控制.
THE INFLUENCE OF DEEP FOUNDATION PIT EXCAVATION UNLOADING ON ADJACENT TUNNEL DEFORMATION AND THE ANALYSIS OF SERVO CONTROL EFFECT
This paper accurately simulates and analyzes the influence of the underground foundation pit on the out-of-pit tunnel deformation with and without the servo control by digital model based on finite element method.The results show that after adding servo control,the deformation of the tunnel is reduced,and the overall horizontal and vertical displacements are significantly reduced,in which the maximum horizontal displacement value is reduced by 55.5%and the maximum vertical displacement value is reduced by 56%,and the axial servo system can realize the fine active control of lateral deformation of the enclosure structure.

deep foundation pittunnel deformationfinite element modelservo control

何佳、逯菲菲、程李、田磊

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北京华科软科技有限公司,北京 100048

深基坑 隧道变形 有限元模型 伺服控制

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(4)
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