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既有盾构隧道抬升模型试验研究

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隧道抬升纠偏是治理隧道沉降的有效办法,但抬升纠偏易导致收敛过大,引起隧道二次损伤.鉴于此,设计一种既有盾构隧道抬升模型试验系统,通过设置独立的纵向接头进行纵向结构模拟,以考虑隧道纵向接头对整体刚度的削减作用.综合考虑顶升量大小、抬升角度、截面刚度等影响因素,研究在抬升纠偏时隧道的竖向位移与截面变化规律.结果表明:低于45°的抬升角可避免隧道在抬升过程中产生过大变形;抬升位置靠近隧道纵向接头时,抬升主动环与相邻被动环的位移差将降低,隧道纵向位移曲线变缓;增设内部支撑可以促使隆起模式从断面变形过渡到整体隆起.
Study on Model Test of Existing Shield Tunnel Uplift
Tunnel uplift correction is an effective way of controlling tunnel settlement,but uplift correction is likely to cause overconvergence and thus secondary damage of the tunnel.In light of this,an existing shield tunnel uplift model test system is designed.Separate longitudinal joints are installed to conduct longitudinal structure simulation,in order to examine how the longitudinal joints in the tunnel will reduce the integral stiffness.With comprehensive consideration of the influencing factors including uplift magnitude,uplift angle and stiffness of section,the variation pattern of vertical displacement and cross-section of the tunnel during uplift correction is investigated.As the re-sults indicate:keeping an uplift angle less than 45° will prevent excessive deformation during tunnel uplift;when the uplift position is near the longitudinal joint of the tunnel,the displacement difference between the active uplift ring and the adjacent passive uplift ring will decrease,and the longitudinal displacement curve of the tunnel be-comes gentle;installation of internal support will cause the uplift model to change from section deformation to global uplift.

Existing shield tunnelQuantitative correctionTunnel upliftModel testCompaction grouting

曾毅、高越、吴沛霖、张小龙、付艳斌

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上海市隧道工程轨道交通设计研究院,上海 200235

深圳大学土木与交通工程学院,深圳 518060

深圳大学滨海城市韧性基础设施教育部重点实验室,深圳 518060

既有盾构隧道 定量纠偏 隧道抬升 模型试验 压密注浆

国家自然科学基金国家自然科学基金国家自然科学基金广东省重点领域研发计划项目广东省重点领域研发计划项目深圳市科技计划深圳市科技计划

5207830451938008520900842019B1111080012022B010107000120220525163716003QTD20200909113951005

2024

10.13807/j.cnki.mtt.2024.01.020

现代隧道技术
中铁西南科学研究院有限公司 中国土木工程学会隧道及地下工程分会

现代隧道技术

CSTPCD北大核心
影响因子：1.493
ISSN：1009-6582
年,卷(期)：2024.61(1)
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