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Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1016/j.compgeo.2009.01.013openalex-snapshot
Effects of tunnelling on existing support systems of perpendicularly crossing tunnels
inferredcites →https://doi.org/10.1016/j.tust.2004.02.074openalex-snapshot
Parametric studies on the interaction between existing and new bored tunnels
inferredcites →https://doi.org/10.1016/j.tust.2005.12.178openalex-snapshot
Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel
inferredcites →https://doi.org/10.1016/j.tust.2007.03.004openalex-snapshot
Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure
inferredcites →https://doi.org/10.1016/j.tust.2007.06.009openalex-snapshot
Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region
inferredcites →https://doi.org/10.1016/j.tust.2010.10.002openalex-snapshot
Numerical investigation of underlying tunnel heave during a new tunnel construction
inferredcites →https://doi.org/10.1016/s0886-7798(01)00049-9openalex-snapshot
Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation
inferredcites →https://doi.org/10.1016/s0886-7798(98)00063-7openalex-snapshot
Study of ground-tunnel interactions of four shield tunnels driven in close proximity, in relation to design and construction of parallel shield tunnels
inferredcites →https://doi.org/10.1061/(asce)1532-3641(2001)1:2(249)openalex-snapshot
Twin Tunnel Interaction: Surface and Subsurface Effects
inferredcites →https://doi.org/10.1201/9780203734926openalex-snapshot
Tunnels and Underground Structures: Proceedings Tunnels & Underground Structures, Singapore 2000
inferredcites →https://doi.org/10.1201/9780203938515openalex-snapshot
Mechanized Tunnelling in Urban Areas
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Deformation Characteristics of Exiting Tunnels Induced by Close-Distance Quasi-Rectangular Shield Upper-Passing
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Coupling Analytical Investigation on the Response of an Existing Tunnel Subjected to Underpassing Shield Tunneling
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Analytical Method for Predicting Shield Tunnel Deformation Induced by Tunnelling Considering Circumferential Joints
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An optimum metamodel for safety control of operational subway tunnel during underpass shield tunneling
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Transverse deformational behaviors of segmental lining during shield tunneling: A case study
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Responses of Existing Tunnel Caused by Undercrossing Super-Large Diameter Shield Tunnel
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Discrete Element Analysis of the Excavation Disturbance of Cross-River Twin-Tunnels on the Surroundings
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Centrifuge Investigation into the Effect of New Shield Tunneling on an Existing Overlying Large-Diameter Tunnel
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Static and Seismic Analysis of Twin Metro Underground Tunnels
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Analyzing the Stability of Rock Surrounding Deep Cross-Tunnels Using a Dynamic Velocity Field
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Convergence Deformation of Existing Shield Tunnel Induced by Adjacent Shield Tunnelling Construction
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Torsional Deformation of Existing Tunnels Induced by Obliquely Undercrossing Shield Tunneling
inferred← citeshttps://doi.org/10.1007/s11709-022-0920-3openalex-snapshot
Discontinuous mechanical behaviors of existing shield tunnel with stiffness reduction at longitudinal joints
inferred← citeshttps://doi.org/10.1007/s11709-025-1259-3openalex-snapshot
Full-scale experimental investigation of structural effects in existing shield tunnel linings induced by a new tunnel crossing
inferred← citeshttps://doi.org/10.1007/s11771-021-4628-7openalex-snapshot
Settlement characteristics of large-diameter shield excavation below existing subway in close vicinity
inferred← citeshttps://doi.org/10.1007/s11771-023-5431-4openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s12046-023-02421-8openalex-snapshot
Consequences of building a new tunnel on in-service tunnel: a review
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Theoretical Method of Chamber Pressure for EPB Shield Tunneling Under-Crossing Existing Metro Tunnels
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A new method for predicting ground settlement caused by twin-tunneling under-crossing an existing tunnel
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inferred← citeshttps://doi.org/10.1007/s12665-026-12978-2openalex-snapshot
Analytical solution for deformation of an existing tunnel induced by undercrossing twin tunnels considering rotational and shearing effects of joints
inferred← citeshttps://doi.org/10.1007/s13369-022-06597-9openalex-snapshot
Construction of Multiple Intersections of Tunnel Structures in Limestone and Mudstone Sections: A Case Study
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Pile and Concrete Arch Pre-supporting System (PCAPS) for Construction of Underground Subway Stations in Soft Grounds
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Use of Polyamide-6 Type Engineering Polymer as Grouted Rock Bolt Material
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Influence of a Super-Large Diameter Shield Tunnel Excavation on the Lining Structure of the Metro Lines in Operation
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Performance of an operational shield tunnel due to construction of a large cross-sectional straight-walled arch tunnel above-crossing
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A real-time interaction platform for settlement control during shield tunnelling construction
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Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil
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Behaviour of existing tunnel due to new tunnel construction below
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Physics-informed deep learning and analytical patterns for predicting deformations of existing tunnels induced by new tunnelling
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Dewatering of a deep excavation undertaken in a layered soil
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Verifying discontinuous deformation analysis simulations of the jointed rock mass behavior of shallow twin mountain tunnels
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.03.003openalex-snapshot
Ground movement induced by triple stacked tunneling with different construction sequences
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.110599openalex-snapshot
Deformation and failure mechanism of segmental tunnels induced by side unloading of adjacent excavation
inferred← citeshttps://doi.org/10.1016/j.sandf.2019.12.006openalex-snapshot
Close construction effect and lining behavior during tunnel excavation with an elliptical cross-section
inferred← citeshttps://doi.org/10.1016/j.trgeo.2022.100789openalex-snapshot
Interactive effects of crossing tunnel construction on existing tunnel: Three-dimensional centrifugal test and numerical analyses
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101227openalex-snapshot
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101269openalex-snapshot
Seepage interaction mechanism of crossing tunnels and existing tunnels: Model test and numerical analysis
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102111openalex-snapshot
Theoretical prediction method for settlement of existing tunnel induced by undercrossing
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102444openalex-snapshot
Optimal design method for S-shaped tunnels crossing above existing shield tunnels based on theoretical solutions of longitudinal deformation
inferred← citeshttps://doi.org/10.1016/j.tust.2014.02.004openalex-snapshot
Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnel
inferred← citeshttps://doi.org/10.1016/j.tust.2014.10.001openalex-snapshot
Effects of twin tunnels construction beneath existing shield-driven twin tunnels
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Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method
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Dynamic response of a double-deck circular tunnel embedded in a full-space
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Integration of groundwater by-pass facilities in the bottom slab design for large underground structures
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An in-tunnel grouting protection method for excavating twin tunnels beneath an existing tunnel
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The effects of existing horseshoe-shaped tunnel sizes on circular crossing tunnel interactions: Three-dimensional numerical analyses
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Displacement characteristics for a “π” shaped double cross-duct excavated by cross diaphragm (CRD) method
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Mechanical responses of existing tunnel due to new tunnelling below without clearance
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Analysis of the settlement of an existing tunnel induced by shield tunneling underneath
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Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing
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Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties
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Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103150openalex-snapshot
Interaction between an underground parking and twin tunnels – Case of the Shiraz subway line
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103258openalex-snapshot
Settlement behaviors of existing tunnel caused by obliquely under-crossing shield tunneling in close proximity with small intersection angle
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Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103614openalex-snapshot
Twin tunnelling induced ground settlements: A review
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Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104378openalex-snapshot
Time-dependent analyses for ground movement and stress field induced by tunnelling considering rainfall infiltration mechanics
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104408openalex-snapshot
Deformation analysis of existing tunnels with shearing and bending stiffness reduction at movement joints
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104418openalex-snapshot
E-M calculation model and its application of calculating deformation in a new tunnel orthogonally undercrossing an existing tunnel
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104470openalex-snapshot
Effects of twin tunnel undercrossing excavation on the operational high speed railway tunnel with ballastless track
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104495openalex-snapshot
Analytical modelling of segmental liner joints for close-proximity tunnelling in soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104581openalex-snapshot
An analytical model to evaluate the resilience of shield tunnel linings considering multistage disturbances and recoveries
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104734openalex-snapshot
Numerical analyses of twin stacked mechanized tunnels in soft grounds – Influence of their position and construction procedure
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A resilience assessment framework for existing underground structures under adjacent construction disturbance
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Ground settlement caused by perpendicularly crossing twin tunnels, a parametric study
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LSTM-based deformation forecasting for additional stress estimation of existing tunnel structure induced by adjacent shield tunneling
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Assessing the influence of geotechnical uncertainty on existing tunnel settlement caused by new tunneling underneath
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A methodology for evaluating the safety resilience of the existing tunnels induced by foundation pit excavation
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Analysis of longitudinal deformation of existing rectangular pipe jacking tunnel caused by shield tunnel undercrossing
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Laboratory investigation effects of control measures for leakage-induced erosion on seepage interactions in defective underground structures
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Study on the stability of the excavation face in parallel overlapping shield tunnels
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Digital twin modelling of shield tunneling undercrossing existing tunnels: A case study
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Performance of overlapped shield tunneling through an integrated physical model tests, numerical simulations and real-time field monitoring
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Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou
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Field measurement analysis of the influence of simultaneous construction of river channel and bridge on existing double shield tunnels
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Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements
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Centrifuge modelling of tunnelling below existing twin tunnels with different types of support
inferred← citeshttps://doi.org/10.1016/j.undsp.2025.04.013openalex-snapshot
Incomplete soil arching effect and responses of existing tunnels induced by undercrossing super-large-diameter shield tunneling in soft strata
inferred← citeshttps://doi.org/10.1038/s41598-025-14732-3openalex-snapshot
Experimental study of tunnel effects on deformation mitigation in soft clay excavation using centrifuge and PIV
inferred← citeshttps://doi.org/10.1038/s41598-025-33329-4openalex-snapshot
Analytical solution for deformation of an existing tunnel induced by shield tunnelling overcrossing in complex strata
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0001230openalex-snapshot
Performance of Existing Subway Tunnels Undercrossed by Four Closely Spaced Shield Tunnels
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Characteristics and Countermeasures of Tunnel Heave due to Large-Diameter Shield Tunneling Underneath
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Group Effect of Pipe Jacking in Silty Sand
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-12617openalex-snapshot
Dynamic Behavior of Cross Tunnels in Sandy Soils of Different Relative Densities
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8917openalex-snapshot
Analysis of Settlement of an Existing Tunnel Subjected to Undercrossing Tunneling Based on the Modified Vlasov Model
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9342openalex-snapshot
A Theoretical Calculation Method to Predict the Structural Response of an Existing Tunnel to a New Overlying Tunnel Considering Axial Force
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14647openalex-snapshot
Influence of Soil Layered Strata on Settlements and Structural Responses of Perpendicularly Crossing Tunnels
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Subway station construction parallelly below existing double-cell tunnel without clearance
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The influence of existing tunnel shape and pillar distance on cross tunnel interaction
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3D numerical investigation of the effects of driving of the new mechanized tunnel on existing segmental linings and ground surface settlements - a case study: Shiraz metro line 2
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Deformation and strain mechanisms of an existing tunnel subject to failure of a new tunnel
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Parametric analysis of mixshield tunnelling in mixed ground containing mudstone and protection of adjacent buildings: case study in Nanning metro
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Multi-step intelligent prediction of shield machine position attitude on the basis of BWO-CNN-LSTM-GRU
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Large-diameter shield tunnel crossing closely to existing metro tunnels and a residential building: A case study
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Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels
inferred← citeshttps://doi.org/10.1139/cgj-2014-0235openalex-snapshot
Effects of construction sequence and cover depth on crossing-tunnel interaction
inferred← citeshttps://doi.org/10.1139/cgj-2015-0389openalex-snapshot
Effects of twin-tunnel excavation on an existing horseshoe-shaped tunnel considering the influence of a settlement joint
inferred← citeshttps://doi.org/10.1139/cgj-2024-0359openalex-snapshot
Deformational behaviors of existing three-line tunnels induced by under-crossing of three-line mechanized tunnels: a case study
inferred← citeshttps://doi.org/10.1155/2018/1598672openalex-snapshot
Field Observation and Theoretical Study on an Existing Tunnel Underpassed by New Twin Tunnels
inferred← citeshttps://doi.org/10.1155/2018/5804051openalex-snapshot
Impact of High‐Rise Buildings Construction Process on Adjacent Tunnels
inferred← citeshttps://doi.org/10.1155/2020/4216349openalex-snapshot
Deformation Characterisation and Distress Diagnosis of a Metro Shield Tunnel by Adjacent Constructions
inferred← citeshttps://doi.org/10.1155/2020/9723927openalex-snapshot
Experimental Study on Structural Form and Excavation Model of Urban Metro Cross Transfer Station with Super Large Cross Section and Shallow Excavation
inferred← citeshttps://doi.org/10.1155/2021/2535762openalex-snapshot
Dynamic Response of Parallel Overlapped Tunnel under Seismic Loading by Shaking Table Tests
inferred← citeshttps://doi.org/10.1155/2021/5824929openalex-snapshot
Effects of Excavation Gap Filling of Under‐1 Crossing Tunnel on Pipelines
inferred← citeshttps://doi.org/10.1155/2021/7869899openalex-snapshot
Deformation Characteristics of Existing Twin Tunnels Induced by Double Shield Undercrossing with Prereinforcement: A Case Study in Hangzhou
inferred← citeshttps://doi.org/10.1155/2021/8834368openalex-snapshot
Construction Sequence Optimization and Settlement Control Countermeasures of Metro Tunnels Underpassing Expressway
inferred← citeshttps://doi.org/10.1155/adce/7817130openalex-snapshot
Study on Segmental Lining Behaviors of Shield Tunnel Induced by New Tunneling Underneath
inferred← citeshttps://doi.org/10.1155/stc/5562239openalex-snapshot
From Strain to Displacement: A Hybrid Framework for Full‐Line Identification and Stage‐Based Prediction of Metro Deformation During Undercrossing Tunneling
inferred← citeshttps://doi.org/10.1186/s40064-016-2168-7openalex-snapshot
Development of the safety control framework for shield tunneling in close proximity to the operational subway tunnels: case studies in mainland China
inferred← citeshttps://doi.org/10.1371/journal.pone.0301428openalex-snapshot
Investigating the influence of excavating a tunnel undercrossing an existing tunnel at zero distance
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Field Response of High Speed Rail Box Tunnel During Horizontal Grouting
inferred← citeshttps://doi.org/10.1520/jte20160563openalex-snapshot
Effect of Closely Spaced Twin Tunnel Construction beneath an Existing Subway Station: A Case Study
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Research on the influence of clay shock on inert slurry in shield-tunneling construction
inferred← citeshttps://doi.org/10.1680/jgele.16.00001openalex-snapshot
A comparative study of the different responses of circular and horseshoe-shaped tunnels to an advancing tunnel underneath
inferred← citeshttps://doi.org/10.1680/jgeot.23.00074openalex-snapshot
The impact of thermal–hydraulic variation on tunnel long-term performance: a tale of two tunnels
inferred← citeshttps://doi.org/10.2139/ssrn.5395840openalex-snapshot
Monitoring and Analysis of Shield Construction for Ultra-Close-Spaced Twin Tunnels: A Case Study of Suzhou Metro Line 7
inferred← citeshttps://doi.org/10.21595/jve.2019.20615openalex-snapshot
Geotechnical monitoring and safety assessment of large-span triple tunnels using drilling and blasting method
inferred← citeshttps://doi.org/10.24425/ace.2023.145281openalex-snapshot
A comparative analysis of artificial neural network predictive and multiple linear regression models for ground settlement during tunnel construction
inferred← citeshttps://doi.org/10.26599/jgse.2023.9280007openalex-snapshot
Influence of underground space development mode on the groundwater flow field in Xiong’an new area
inferred← citeshttps://doi.org/10.3389/feart.2023.1103405openalex-snapshot
Risk analysis and countermeasures of TBM tunnelling over the operational tunnel
inferred← citeshttps://doi.org/10.3390/app12010500openalex-snapshot
Spatiotemporal Deformation of Existing Pipeline Due to New Shield Tunnelling Parallel Beneath Considering Construction Process
inferred← citeshttps://doi.org/10.3390/app12115569openalex-snapshot
Analysis of the Interaction Effects of Shield Structure Oblique Passing under an Existing Tunnel
inferred← citeshttps://doi.org/10.3390/app12147344openalex-snapshot
Mechanical Behaviors of Existing Large-Diameter Tunnel Induced by Horseshoe-Shaped Undercrossing Twin Tunnels in Gravel
inferred← citeshttps://doi.org/10.3390/app13127045openalex-snapshot
Experimental Study on Shield-Receiving Steel Sleeve Sealing Performance and Filler Pressure Regulation
inferred← citeshttps://doi.org/10.3390/app132413179openalex-snapshot
Numerical Investigation on the Influence of Super-Large-Diameter Shield Tunneling on Nearby Existing Metro Tunnels and the Protection Scheme
inferred← citeshttps://doi.org/10.3390/buildings12111845openalex-snapshot
Effect of Constructing a New Tunnel on the Adjacent Existed Tunnel in Weak Rock Mass: A Case Study
inferred← citeshttps://doi.org/10.3390/buildings14092660openalex-snapshot
Measuring Vibrations of Subway Tunnel Structures with Cracks
inferred← citeshttps://doi.org/10.3390/buildings15111904openalex-snapshot
A Prediction Method for Frictional Resistance in Long-Distance Rectangular Pipe Jacking Considering Complex Contact States
inferred← citeshttps://doi.org/10.3390/buildings15122105openalex-snapshot
Deformation and Control Measures of Existing Metro Shield Tunnels Induced by Large-Section Pipe Jacking Over-Crossing: A Case Study
inferred← citeshttps://doi.org/10.3390/buildings15173139openalex-snapshot
Settlement Characteristics and Control Parameters for the Integrated Construction of Large-Section Underground Structures and Airport Terminals: A Case Study
inferred← citeshttps://doi.org/10.3390/sym12101623openalex-snapshot
Method of Calculating the Vertical Displacement and Additional Stress of Existing Tunnels under the Influence of Grouting Rings of New Tunnels
inferred← citeshttps://doi.org/10.3390/sym13030482openalex-snapshot
Effect of Grouting Reinforcement on Settlement of Existing Tunnels: Case Study of a New Crossing Underpass
inferred← citeshttps://doi.org/10.5821/dissertation-2117-95023openalex-snapshot
Interaction between groundwater and underground constructions
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