首页|盾构掘进引起的古建筑变形预测及其控制技术研究

盾构掘进引起的古建筑变形预测及其控制技术研究

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大直径盾构隧道在掘进施工过程中可能会引起土体损失且对邻近古建筑产生不利影响.由于古建筑自身的脆弱性和不可恢复性,其对周围环境的改变非常敏感,因此有必要针对盾构隧道施工期间邻近古建筑的变形特性和控制措施展开研究.基于之江路输水管廊工程,建立了隧道土体地基塔数值模型,开展了盾构施工引起的邻近六和塔变形及其控制技术研究.研究结果表明:随着与盾构隧道距离的减小,地表监测点沉降增大;推力大小的改变对塔身倾斜率和塔基沉降均有影响,土体损失率增大对塔身倾斜率的增大影响显著;布置PVC排桩能有效控制地表沉降;桩长、桩径与桩间距的参数分析表明,桩间距减小对地表沉降和六和塔变形控制最为有效.
Study on deformation prediction and control technology of ancient neighboring buildings caused by shield structure
Large-diameter shield tunnels will cause soil loss and adversely affect the adjacent ancient buildings during the excavation construction process.Due to the fragility and irreversibility of ancient buildings,they are highly sensitive to changes in their surrounding environment.Therefore,it is necessary to conduct research on the deformation characteristics and control measures of nearby ancient buildings during shield tunnel construction.Based on the Zhijiang Road water conveyance pipe gallery project,a numerical model was established to study the deformation and control technology of nearby Liuhe Tower caused by shield construction.The results show that as the distance from the shield tunnel decreases,the settlement at the surface monitoring points increases.A change in thrust has an impact on both the inclination of the tower body and the settlement of the tower foundation and an increase rate of soil loss significantly increases the inclination of the tower body.The arrangement of PVC piles can effectively control the surface settlement and the parametric analysis of pile length,diameter,and spacing shows that reducing the pile spacing is the most effective way to control the surface settlement and deformation of Liuhe Tower.

shieldtunneldeformationsettlementPVC pile

张亚鹏、谢况琴、吴坚、钟可、周雪涛、袁宗浩

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中国电建集团 华东勘测设计研究院有限公司,浙江 杭州 311122

浙江华东工程建设管理有限公司,浙江 杭州 311122

绿色矿山技术与智能装备浙江省工程研究中心,浙江 杭州 310000

浙江工业大学 土木工程学院,浙江 杭州 310023

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盾构 隧道 变形 沉降 PVC排桩

2025

浙江工业大学学报
浙江工业大学

浙江工业大学学报

北大核心
影响因子:0.704
ISSN:1006-4303
年,卷(期):2025.53(1)