Numerical Simulation Study on Deformation Mechanism of Existing Tunnels Induced by Shield Under‑crossing

LU Dechun; SONG Tao; LIN Qingtao; MENG Xu; DU Xiuli

doi:10.13409/j.cnki.jdpme.20240328002

您当前的位置：

首页 >

文章列表页 >

Numerical Simulation Study on Deformation Mechanism of Existing Tunnels Induced by Shield Under‑crossing

更新时间：2025-07-07

- Numerical Simulation Study on Deformation Mechanism of Existing Tunnels Induced by Shield Under‑crossing
- Journal of Disaster Prevention and Mitigation Engineering Vol. 45, Issue 3, Pages: 485-500(2025)
- 作者机构：
  
  1.北京工业大学岩土与地下工程研究所，北京 100124
  2.北京工业大学城市与工程安全减灾教育部重点实验室，北京 100124
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.20240328002
  CLC： U461;TP308
- Received：28 March 2024，
  
  Revised：2024-05-05，
  
  Published：28 June 2025
- 稿件说明：
移动端阅览
路德春,宋涛,林庆涛等.盾构下穿施工既有隧道变形机理数值模拟研究[J].防灾减灾工程学报,2025,45(03):485-500.

LU Dechun,SONG Tao,LIN Qingtao,et al.Numerical Simulation Study on Deformation Mechanism of Existing Tunnels Induced by Shield Under‑crossing[J].Journal of Disaster Prevention and Mitigation Engineering,2025,45(03):485-500.
路德春,宋涛,林庆涛等.盾构下穿施工既有隧道变形机理数值模拟研究[J].防灾减灾工程学报,2025,45(03):485-500. DOI： 10.13409/j.cnki.jdpme.20240328002.

LU Dechun,SONG Tao,LIN Qingtao,et al.Numerical Simulation Study on Deformation Mechanism of Existing Tunnels Induced by Shield Under‑crossing[J].Journal of Disaster Prevention and Mitigation Engineering,2025,45(03):485-500. DOI： 10.13409/j.cnki.jdpme.20240328002.

摘要

盾构施工下穿既有运营隧道，易导致既有线路变形过大，给地铁列车运营安全带来安全隐患。考虑盾构机与土体相互作用、衬砌‑注浆层‑土体相互作用，以及同步注浆硬化过程和压力消散等关键因素，发展了盾构施工全过程数值模拟方法。结合实际工程建立盾构下穿既有隧道三维有限元数值模型，获

得了盾构下穿过程中既有隧道结构变形、内力响应、围岩压力，及其周围地层应力的发展变化规律，揭示了既有隧道的变形机理。结果表明：既有隧道在纵向上发生挠曲和扭转变形，挠曲变形呈现为中部沉降两端隆起的“V”形变形，断面扭转变形呈中间大两端小的分布形式，且随盾构掘进先逆时针扭转后顺时针扭转；对于隧道横断面，在

=-0.8

~0.8

隧道断面呈现侧向压扁、竖向伸长的变形模式，在

=±0.8

之外隧道断面呈现侧向伸长、竖向压扁的变形模式，

=-0.8

~0.8

隧道断面变形由盾构开挖引起的土体卸载引起，

=±0.8

之外的隧道断面变形由中间区域隧道断面扭转和沉降变形的传递导致。

Abstract

Shield tunneling under-crossing existing operational tunnels can easily cause excessive deformation of existing lines

posing safety risks to subway train operations. By considering the key factors such as shield-soil interaction

lining-grouting layer-soil interaction

as well as synchronous grout hardening process and pressure dissipation

we developed a numerical simulation method for the entire shield construction process. Based on an actual project

a 3D finite element numerical model of shield tunneling underneath existing tunnels was established. The evolutionary patterns of structural deformation

internal force response

surrounding rock pressure and adjacent stratum stresses during shield undercrossing were obtained

revealing the deformation mechanism of existing tunnels. The results showed that the existing tunnel underwent both flexural and torsional deformations longitudinally. The flexural deformation exhibited a V-shaped pattern with middle-section settlement and end-section uplift. Sectional torsional deformation showed greater magnitude in the middle sections than at the ends

initially twisting counterclockwise then clockwise during shield advancement. For tunnel cross-sections

within the range of

=-0.8

to 0.8

sections demonstrated lateral flattening and vertical elongation deformation patterns. Beyond

=±0.8

sections exhibited lateral elongation and vertical flattening deformation pa

tterns. Deformations within the range of

=-0.8

to 0.8

resulted from soil unloading induced by shield excavation. Deformations beyond

=±0.8

were caused by transmission of torsional and settlement deformations from central sections.

关键词

Keywords

references

Shen S L ， Wu H N ， Cui Y J ， et al . Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai ［J］. Tunnelling and Underground Space Technology ， 2014 ， 40 ： 309 - 323 .

Liang R Z ， Xia T D ， Hong Y ， et al . Effects of above-crossing tunnelling on the existing shield tunnels ［J］. Tunnelling and Underground Space Technology ， 2016 ， 58 ： 159 - 176 .

Ding Z ， Zhang M B ， Zhang X ， et al . Theoretical analysis on the deformation of existing tunnel caused by under-crossing of large-diameter slurry shield considering construction factors ［J］. Tunnelling and Underground Space Technology ， 2023 ， 133 ： 104913 .

Liu X ， Fang Q ， Zhan D L . Mechanical responses of existing tunnel due to new tunnelling below without clearance ［J］. Tunnelling and Underground Space Technology ， 2018 ， 80 ： 44 - 52 .

严长征 . 盾构隧道近距离共同作用机理及施工技术研究［D］. 上海：同济大学， 2007 .

Yan C Z . Research on the mechanism and construction techniques of interaction for adjacent tunneling preformed by shield ［D］. Shanghai ： Tongji University ， 2007 . （in Chinese）

马险峰，陈斌，田小芳，等 . 盾构隧道注浆对既有隧道影响的离心模拟研究［J］. 岩土力学， 2012 ， 33 （ 12 ）： 3604 - 3610 .

Ma X F ， Chen B ， Tian X F ， et al . Centrifuge modelling study of effects of grouting into shield tunnel on existing tunnels ［J］. Rock and Soil Mechanics ， 2012 ， 33 （ 12 ）： 3604 - 3610 . （in Chinese）

徐前卫，朱合华，廖少明，等 . 砂土地层盾构法施工的地层适应性模型试验研究［J］. 岩石力学与工程学报， 2006 （增1 ）： 2902 - 2909 .

Xu Q W ， Zhu H H ， Liao S M ， et al . Model experimental study on stratum adaptability of tunnel excavation with epb shield machine in sandy stratum ［J］. Chinese Journal of Rock Mechanics and Engineering ， 2006 （ Sup1 ）： 2902 - 2909 . （in Chinese）

谢雄耀，牛俊涛，杨国伟，等 . 重叠隧道盾构施工对先建隧道影响模型试验研究［J］. 岩石力学与工程学报， 2013 ， 32 （ 10 ）： 2061 - 2069 .

Xie X Y ， Niu J T ， Yang G W ， et al . Model test for effects of construction of shield tunnelling in overlapping tunnels on existing tunnel ［J］. Chinese Journal of Rock Mechanics and Engineering ， 2013 ， 32 （ 10 ）： 2061 - 2069 . （in Chinese）

Ng C W W ， Boonyarak T ， Mašín D . Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels ［J］. Canadian Geotechnical Journal ， 2013 ， 50 （ 9 ）： 935 - 946 .

Ng C W W ， Wang R ， Boonyarak T . A comparative study of the different responses of circular and horseshoe-shaped tunnels to an advancing tunnel underneath ［J］. Géotechnique Letters ， 2016 ， 6 （ 2 ）： 168 - 175 .

Boonyarak T ， Ng C W W . Three-dimensional influence zone of new tunnel excavation crossing underneath existing tunnel ［J］. Japanese Geotechnical Society Special Publication ， 2016 ， 2 （ 42 ）： 1513 - 1518 .

汪洋，何川，曾东洋，等 . 盾构隧道正交下穿施工对既有隧道影响的模型试验与数值模拟［J］. 铁道学报， 2010 ， 32 （ 2 ）： 79 - 85 .

Wang Y ， He C ， Zeng D Y ， et al . Model test and numerical simulation of influence of perpendicular undercross shield tunnel construction on existing tunnel ［J］. Journal of The China Railway Society ， 2010 ， 32 （ 2 ）： 79 - 85 . （in Chinese）

韩冠楠 . 砂卵石地层大断面平顶直墙隧道下穿运营地铁变形控制研究［D］. 北京：北京交通大学， 2019 .

Han G N . Study on the deformation control of tunnels with flat top and vertical wall in large section of sand-pebble stratum under through operating subway ［D］. Beijing ： Beijing Jiaotong University ， 2019 . （in Chinese）

Marshall A M . Tunnelling in sand and its effect on pipelines and piles ［D］. Cambridge ： University of Cambridge ， 2009 .

Marshall A M ， Klar A ， Mair R J . Tunneling beneath buried pipes： view of soil strain and its effect on pipeline behavior ［J］. Journal of Geotechnical and Geoenvironmental Engineering ， 2010 ， 136 （ 12 ）： 1664 - 1672 .

李从安，李波，王志鹏，等 . 新建隧洞下穿既有隧道离心模型试验研究［J］. 中国水利水电科学研究院学报， 2017 ， 15 （ 4 ）： 286 - 290 .

Li C A ， Li B ， Wang Z P ， et al . Centrifuge modeling on the effects of shield tunnel crossing below the existing tunnels ［J］. Journal of China Institute of Water Resources and Hydropower Research ， 2017 ， 15 （ 4 ）： 286 - 290 . （in Chinese）

刘效成，陈寿根，张超，等 . 重叠盾构隧道施工中两隧道相对位置变化的影响模型试验研究［J］. 铁道建筑， 2018 ， 58 （ 1 ）： 107 - 109，128 .

Liu X C ， Chen S G ， Zhang C ， et al . Research by model test on effects of relative position change of overlapping tunnels with shield method ［J］. Railway Engineering ， 2018 ， 58 （ 1 ）： 107 - 109，128 . （in Chinese）

姚海波 . 大断面隧道浅埋暗挖法下穿既有地铁构筑物施工技术研究［D］. 北京：北京交通大学， 2005 .

Yao H B . Research on construction technology of large section tunnel crossing under the existing subwaytunnel by means of shallow tunneling method ［D］. Beijing ： Beijing Jiaotong University ， 2005 . （in Chinese）

韩煊，李宁 . Peck公式在我国隧道施工地面变形预测中的适用性分析［J］. 岩土力学， 2016 ， 28 （ 1 ）： 23 - 28 .

Han X ， Li N . An adaptability study of gaussian equation applied to predicting ground settlements induced by tunneling in China ［J］. Rock and Soil Mechanics ， 2016 ， 28 （ 1 ）： 23 - 28 . （in Chinese）

Liu X ， Fang Q ， Zhang D L ， et al . Behaviour of existing tunnel due to new tunnel construction below ［J］. Computers and Geotechnics ， 2019 ， 110 ： 71 - 81 .

Fang Q ， Zhang D L ， Li Q Q ， et al . Effects of twin tunnels construction beneath existing shield-driven twin tunnels ［J］. Tunnelling and Underground Space Technology ， 2015 ， 45 ： 128 - 137 .

Liu X ， Fang Q ， Zhang D L . Mechanical responses of existing tunnel due to new tunnelling below without clearance ［J］. Tunnelling and Underground Space Technology ， 2018 ， 80 ： 44 - 52 .

Selman R . Subsurface settlements induced by tunnelling in London Clay ［C］∥ Proceedings European Young Geotechnical Engineer’s Conference . Delft， Netherland ： Netherlands Geotechnical Society ， 1998 ： 1 - 8 .

Cooper M L ， Chapman D N ， Rogers C D F ， et al . Movements in the piccadilly line tunnels due to the heathrow express construction ［J］. Géotechnique ， 2002 ， 52 （ 4 ）： 243 - 257 .

Lin Q T ， Lu D C ， Lei C M ， et al . Model test study on the stability of cobble strata during shield under-crossing ［J］. Tunnelling and Underground Space Technology ， 2021 ， 110 ： 103807 .

Lin Q T ， Lu D C ， Lei C M ， et al . Mechanical response of existing tunnels for shield under-crossing in cobble strata based on the model test ［J］. Tunnelling and Underground Space Technology ， 2022 ， 125 ： 104505 .

Liu C ， Cui J ， Zhang Z X ， et al . The role of TBM asymmetric tail-grouting on surface settlement in coarse-grained soils of urban area： Field tests and FEA modelling ［J］. Tunnelling and Underground Space Technology ， 2021 ， 111 ： 103857 .

Kavvadas M ， Litsas D ， Vazaios I ， et al . Development of a 3D finite element model for shield EPB tunnelling ［J］. Tunnelling and Underground Space Technology ， 2017 ， 65 ： 22 - 34 .

Zhang M J ， Li S H ， Li P F . Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel ［J］. Computers and Geotechnics ， 2020 ， 118 ： 103325 .

Zhang D M ， Huang X . Proceedings of GeoShanghai 2018 International Conference： Tunnelling and Underground Construction Ⅱ ［M］. Springer ：［ s.n. ］， 2018 ： 23 - 31 .

Youn B Y ， Breitenbücher R . Influencing parameters of the grout mix on the properties of annular gap grouts in mechanized tunneling ［J］. Tunnelling and Underground Space Technology ， 2014 ， 43 ： 290 - 299 .

Senís M ， Varona P ， Velasco P . Simulation of the excavation of a tunnel using an EPB machine ［J］. Continuum and Distinct Element Numerical Modeling in Geo-Engineering-28-Hart ， Detouray & Cundall. Paper ：（ 09-06 ）， 2008 .

Zhao T C ， Ding W Q ， Qiao Y F ， et al . A large-scale synchronous grouting test for a quasi-rectangular shield tunnel： Observation， analysis and interpretation ［J］. Tunnelling and Underground Space Technology ， 2019 ， 91 ： 103018 .

李培楠，朱合华，李晓军，等 . 大断面异形盾构同步注浆两阶段复合扩散机制及压力时空分布模式［J］. 土木工程学报， 2023 ， 56 （ 3 ）： 90 - 106 .

Li P N ， Zhu H H ， Li X J ， et al . Two stage compound diffusion mechanism and pressure space-time distribution mode of synchronous grouting for large cross-section special-shaped shield ［J］. China Civil Engineering Journal ， 2023 ， 56 （ 3 ）： 90 - 106 . （in Chinese）

Miao J B ， Lu D C ， Lin Q T ， et al . Time-dependent surrounding soil pressure and mechanical response of tunnel lining induced by surrounding soil viscosity ［J］. Science China Technological Sciences ， 2021 ， 64 （ 11 ）： 2453 - 2468 .

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Numerical Simulation Analysis of Surface Rupture‑Foundation‑Frame Structure Interaction under Fault Action

Experimental and Numerical Simulation Study on Combustion Characteristics of Multifunctional Massage Chairs

Research on Instability and Collapse of Seismic Slopes Based on Continuous‑discontinuous Method

Study on Effect of Subgrade Moisture Variation on Pavement Mechanical Response in Rainy Regions

Modification of UHPC Penetration Coefficients Based on Numerical Simulation and Optimization of Berezan Formula

Related Author

CHEN Bowei

XU Longjun

TIAN Hao

LIU Chang

ZHANG Yang

ZHANG Jian

CHEN Haidong

ZENG Jie

Related Institution

Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration

State Key Laboratory of Precision Blasting, Jianghan University

School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology

Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology

Yunnan Fire and Rescue Corps

⁰