天津建设科技2025，Vol.35Issue(6)：11-15,5.DOI:10.3969/j.issn.1008-3197.2025.06.003
盾构施工扰动下邻近建筑变形的监测数据特征分析
Analysis of Monitoring Data Characteristics for Adjacent Building Deformations Induced by Shield Tunneling Disturbances
WANG Yin1
作者信息
- 1. SGlDl Engineering Consulting(Group)Co.,Ltd.,Tianjin 300011,China
- 折叠
摘要
Abstract
This article studies the disturbance laws and control effects of shield tunneling construction on adjacent build-ings through systematic arrangement of monitoring points and dynamic data analysis.The monitoring results show that during the construction,the vertical displacement and inclination rate of the surrounding buildings are within the allowable design range,verifying the scientific nature of the stratum disturbance control during the construction process.The monitoring data reveals significant spatial distance correlation and burial depth dependence.Due to the shallow soil cover and weak self-stabilization ability of the soil in the left line,the dis-placement response is more intense than that in the right line.Buildings close to the tunnel section are directly disturbed by the shield tunneling,and the settlement magnitude is significantly higher than that in the distant area.关键词
盾构施工/监测/垂直位移/倾斜率Key words
shield tunneling construction/monitoring/vertical displacement/inclination rate分类
建筑与水利引用本文复制引用
WANG Yin..盾构施工扰动下邻近建筑变形的监测数据特征分析[J].天津建设科技,2025,35(6):11-15,5.
