首页|新建公路隧道上跨既有铁路隧道稳定性影响研究

新建公路隧道上跨既有铁路隧道稳定性影响研究

扫码查看
为明确新建隧道施工及夹层岩土体厚度、围岩级别等不同因素对既有隧道结构稳定性的影响作用,以新建公路隧道上跨既有铁路隧道工程为依托,采用数值计算的研究方法,探讨了不同夹层岩土体厚度及围岩等级下近接隧道施工对既有隧道结构受力和变形的影响规律,并利用现场试验验证了计算模型的准确性,同时通过检算隧道结构各部位的安全系数,对近接隧道施工安全性进行了评价.结果表明:(1)新建公路隧道与既有铁路隧道夹层厚度对既有铁路隧道拱顶和轨道面的受力和变形影响显著.当夹层土厚度在0~16 m时,既有结构的受力和变形受新建隧道施工影响较大,当厚度大于31 m时,基本不受影响.既有结构变形随夹土层厚度增加逐渐减小;(2)既有铁路隧道结构应力随着围岩级别的降低而增大,但非线性关系,Ⅵ级和Ⅴ级围岩条件下较Ⅳ级围岩应力分别增长了12.3%和36.8%;(3)现场监测数据表明既有隧道拱顶和轨面处的竖向位移曲线均呈倒"W"形,变形量实测值与数值计算值偏差在20%以内,验证了计算模型的可靠性;(4)既有隧道结构承载力受新建隧道的影响较小,未出现衬砌结构的拉压破坏,满足相关规范的安全评估要求.
Stability Influence of Over-crossing Existing Railway Tunnel on Newly Built Highway Tunnel
To clarify the influence of different factors ( e.g.,new tunnel construction,interlayer rock and soil thickness,and surrounding rock level) on the existing tunnel structure stability,based on the newly built highway tunnel over-crossing existing railway tunnel,by using numerical calculations method,this paper explored the influence of adjacent tunnel construction on the stress and deformation of existing tunnel structure with different interlayer rock and soil thicknesses and surrounding rock grades.The calculation model accuracy was verified through on-site experiments.Simultaneously,the safety factors of various parts of tunnel structure were checked to evaluate the construction safety of adjacent tunnels.The result indicates that the interlayer thickness between newly built highway tunnel and existing railway tunnel has a significant effect on the displacement of arch top and the rail bottom of existing railway tunnel.When the interlayer soil thickness is 0-16 m,the stress and deformation of existing structure are greatly affected by the newly built tunnel.When the thickness is greater than 31 m,it is basically not affected.The deformation of existing structure gradually decreases with the increase of soil layer thickness.The structural stress of existing railway tunnel increases with the decrease of surrounding rock level,but the nonlinear relation is that the stress of surrounding rock of grade Ⅵ and Ⅴ increase by 12.3% and 36.8% respectively compared with that of grade Ⅳ.On-site monitoring data show that the vertical displacement curves at arch and rail surfaces of existing tunnel both exhibit inverted W-shape.The deviation between measured and calculated deformation values is within 20%,which verifies the reliability of calculation model.The whole excavation process has little influence on the bearing capacity of existing tunnel lining structure,without crack or fracture,basically not changing the bearing capacity of existing structure,and the safety factor meets the requirements of relevant specifications.

tunnel engineeringstabilitynumerical calculationadjacentbearing capacity

王朝红、袁金秀、运凯、安辰亮、武薇

展开 >

河北交通职业技术学院,河北 石家庄 050091

石家庄铁道大学 土木工程学院,河北 石家庄 050043

河北省季冻区公路服役安全与预警技术创新中心,河北 石家庄 050091

隧道工程 稳定性 数值计算 近接 承载能力

河北省自然科学基金项目河北省高等学校科学技术研究项目

E2021419001ZD2022086

2024

公路交通科技
交通运输部公路科学研究院

公路交通科技

CSTPCD北大核心
影响因子:1.007
ISSN:1002-0268
年,卷(期):2024.41(7)
  • 14