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大盾构管片最不利上浮状态下三维形变特征模型试验方案设计OA北大核心CSTPCD

Design of 3D Deformation Characteristic Model Test Scheme for Large Shield Segment under the Most Unfavorable Floating Conditions

中文摘要英文摘要

隧道施工期管片所受浆液浮力并非恒定,壁后浆液压力的不均匀分布会导致管片变形和隧道环的位错损伤.为减弱或避免因管片上浮造成的结构病害,通过自主设计研发一种考虑千斤顶水平推力、围岩压力以及同步注浆上浮力作用的管片三维加载模型试验系统,对大直径管片最不利上浮状态下的瞬时变形进行分析.试验装置由围压加载装置和非均布上浮力加载装置组成,可实现单点或多点同步加卸载;模型试验采用不同刚度弹簧模拟上浮期隧道与地层之间的相互作用;根据相似理论对管片模型和连接螺栓进行精细化设计和加工;根据实际工程中试验段的围压对模型围压初始值进行换算,并将动、静态上浮力相结合,提出更符合工程实际的盾构隧道横、纵向上浮力分析模型.结果表明:在拱底非均布上浮力的作用下,拱底竖向位移和收敛变形沿纵向均近似呈对数正态分布,其最大值均出现在脱出盾尾后第3环;各环管片的收敛变形与拱底竖向位移近似呈线性关系,斜率介于0.63~1.49之间;模型试验结果与实测数据相吻合.研究成果可为盾构隧道管片抗浮设计和施工提供一定的技术支持.

The buoyancy of slurry on the segment is not constant during tunnel construction,and the uneven distribution of slurry pressure behind the wall will lead to segment deformation and dislocation damage of tunnel ring.To mitigate or prevent structural damage resulting from segment up-floating,this paper analyzed the transient deformation under the most unfavorable uplift condition of the segment.This analysis was conducted using a specially designed and developed three-dimensional load test system for the model segment,which took into account the influences of the horizontal thrust from the jacking force,the pressure from the surrounding rock,and the buoyancy from synchronous grouting.The test device is composed of confining pressure loading device and non-uniform buoyancy loading device,which can realize single or multiple point synchronous loading and unloading.The model tests utilizes springs with varying stiffness to replicate the interaction between the tunnel and the ground layers during the uplift phase.According to the similarity theory,the segment model and connecting bolts are designed and processed finely.The initial value of the confining pressure of the model tunnel is converted according to the confining pressure of the tunnel in the actual project,along with considering both dynamic and static buoyancy,a more accurate model for transverse and longitudinal uplift forces in the actual shield tunnels is proposed.The result revealed that under the influence of the non-uniform uplift force,the vertical displacement of the arch bottom and convergence deformation exhibit an approximate lognormal distribution along the longitudinal direction.The maximum values are observed in the third ring after disengagement from the shield tail.The convergent deformation and vertical displacement of each segmented ring exhibit approximate linearity,characterized by function slopes ranging from 0.63 to 1.49.The model test results are consistent with the measured data.The research results offer valuable technical support for the design and construction of anti-floating shield tunnel.

李明宇;王越;李庆民;陈健;王承震;蔺云宏;田应飞

郑州大学土木工程学院,河南郑州 450001||中国铁建水下隧道工程实验室,山东济南 250101中国铁建水下隧道工程实验室,山东济南 250101||中铁十四局集团有限公司,山东济南 250101郑州大学土木工程学院,河南郑州 450001||广州地铁设计研究院股份有限公司,广东广州 510010

交通运输

盾构隧道管片上浮三维形变模型试验非均布上浮力

Shield tunnelSegment upliftThree-dimensional deformationModel testNon-uniform buoyancy

《中国铁道科学》 2024 (002)

101-112 / 12

国家自然科学基金资助项目(51508520);河南省重点研发与推广专项(科技攻关)项目(202102310586);河南省住房城乡建设科技计划项目(K1940,K1817);中铁十四局集团有限公司科技研发计划课题(9137000016305598912021A02)

10.3969/j.issn.1001-4632.2024.02.10

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