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An in-tunnel grouting protection method for excavating twin tunnels beneath an existing tunnel

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Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1007/s12665-010-0530-6openalex-snapshot
Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM
inferredcites →https://doi.org/10.1007/s12665-014-3145-5openalex-snapshot
A new approach for estimating the transverse surface settlement curve for twin tunnels in shallow and soft soils
inferredcites →https://doi.org/10.1016/0148-9062(83)90142-0openalex-snapshot
Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil
inferredcites →https://doi.org/10.1016/0148-9062(85)92336-8openalex-snapshot
Ground movements and their effects on structures
inferredcites →https://doi.org/10.1016/j.tust.2004.01.002openalex-snapshot
Quality in tunnelling: ITA-AITES Working Group 16 Final report
inferredcites →https://doi.org/10.1016/j.tust.2011.08.005openalex-snapshot
Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels
inferredcites →https://doi.org/10.1016/j.tust.2012.10.004openalex-snapshot
An in-tunnel jacking above tunnel protection methodology for excavating a tunnel under a tunnel in service
inferredcites →https://doi.org/10.1016/j.tust.2014.10.001openalex-snapshot
Effects of twin tunnels construction beneath existing shield-driven twin tunnels
inferredcites →https://doi.org/10.1016/j.tust.2015.04.008openalex-snapshot
Lessons learnt from unusual ground settlement during Double-O-Tube tunnelling in soft ground
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)1090-0241(2007)133:4(445)openalex-snapshot
Describing Settlement Troughs over Twin Tunnels Using a Superposition Technique
inferredcites →https://doi.org/10.1680/geot.1993.43.2.315openalex-snapshot
Subsurface settlement profiles above tunnels in clays
inferredcites →https://doi.org/10.1680/geot.2002.52.4.243openalex-snapshot
Movements in the Piccadilly Line tunnels due to the Heathrow Express construction
inferredcites →https://doi.org/10.17863/cam.31159openalex-snapshot
Centrifugal modelling of tunnel construction in soft clay
inferredcites →https://doi.org/10.4233/uuid:f71fabea-424b-42e5-93aa-701715eed17dopenalex-snapshot
Ground movements generated by sequential twin-tunnelling in over-consolidated clay

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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Performance Optimization of Metro Jet System Reinforcement Material and Its Control Effect on Deformation Induced by Shield Tunneling Underpassing Metro Station in Soft Soils
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3D Discrete Element Method Modelling of Tunnel Construction Impact on an Adjacent Tunnel
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Investigating Influence of Metro Jet System Hydration Heat on Artificial Ground Freezing Using Numerical Analysis
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Influence of Cutting Tools on Filter Cake Formation during Slurry Shield Tunnelling
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Investigating Hydration Heat and Thermal Properties of MJS Treated Soil
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Investigating Mechanical Properties of Cemented Soil under Static and Dynamic Loading after a Freeze-Thaw Cycle
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Monitoring and analysis of a damaged shield tunnel treated with the Metro Jet System and micro-disturbance grouting: a case study of Hangzhou, China
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Analytical solution for deformation of an existing tunnel induced by undercrossing twin tunnels considering rotational and shearing effects of joints
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Field monitoring of the movements and deformations of two subway tunnels during the construction of an overcrossing tunnel: a case study
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Effects of Soil–Cement Mixing Wall Construction on Adjacent Shield Tunnel Linings in Soft Soil
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Grouting Effects of Fully Mechanized Tunneling Method for Metro Cross-Passage Construction in Soil Strata
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Effect of Superstructure on the Stability of Underground Tunnels
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Analysis of Longitudinal Deformation of Existing Tunnel Caused by New Shield Tunneling Based on Timoshenko-Kerr Model
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Resilience-based design for subway shield tunnels in soft soils: a perspective from the tunnel–soil system
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Case Study: Influence of Artificial Mountain Construction with Isolation Piles on Underpass Tunnels
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Analysis of the Influence of Pile Underpinning of the Pile Group Under the Viaduct of the Overlapping Shield Tunnel on the Surrounding Environment
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Impacts of overlapping tunnels underpassing an existing overpass in water-rich sandy gravel strata
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Resilience of metro tunnel structures: monitoring deformation due to surrounding engineering activities and effect of remediation treatment
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The lackage in the research of parallel tunnels interaction with a supporting structure in a huge slope: a review
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Theoretical analysis of three-dimensional ground displacements induced by shield tunneling
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Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints
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An elastoplastic model with egg-shaped yield surface for coastal soft clay
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Timoshenko-beam-based response of existing tunnel to single tunneling underneath and numerical verification of opening and dislocation
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Influence of grouting on rehabilitation of an over-deformed shield tunnel lining in spatially variable soil
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Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process
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A hybrid approach for modifying tunneling-induced response in existing multi-tunnel environment
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Direct shield cutting of large-diameter reinforced concrete group piles: Case study on Shenyang Metro construction
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Property and applicability of shield grouting material: State of the art and perspectives
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Influence law and determination method of jack lifting load on existing station settlement
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The effects of excavating twin tunnels during cyclic loading on the progressive settlement of existing footing
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3D numerical investigation of the interaction between interchange tunnels at different angles
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Mechanical performances of shield tunnel segments under asymmetric unloading induced by pit excavation
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Stress disturbance induced by twin-tunneling in sandy ground considering soil arching effect
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A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels
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The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures
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Tunneling-induced longitudinal responses of existing tunnel with discontinuities in structure stiffness
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Study on the effect of tunneling and secondary grouting on the deformation of existing pipelines in bedrock raised strata
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Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel
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Seepage interaction mechanism of crossing tunnels and existing tunnels: Model test and numerical analysis
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Stability analysis of multiple pipe-jacking tunnels construction under seepage-stress coupling effect
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Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing
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Analytical scrutiny of loosening pressure on deep twin-tunnels in rock formations
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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
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Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits
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Probabilistic analysis of the disc cutter failure during TBM tunneling in hard rock
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Effect of dynamic cutterhead on face stability in EPB shield tunneling
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Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel
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E-M calculation model and its application of calculating deformation in a new tunnel orthogonally undercrossing an existing tunnel
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Analytical modelling of segmental liner joints for close-proximity tunnelling in soft ground
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Mechanical response of existing tunnels for shield under-crossing in cobble strata based on the model test
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Effect of an undercrossing tunnel excavation on an existing tunnel considering nonlinear soil-tunnel interaction
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An analytical model to evaluate the resilience of shield tunnel linings considering multistage disturbances and recoveries
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A simplified deformation forewarning method for longitudinal structural performance of existing shield tunnels based on Fast Fourier Transform
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Theoretical analysis on the deformation of existing tunnel caused by under-crossing of large-diameter slurry shield considering construction factors
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Recovery of longitudinal deformational performance of shield tunnel lining by soil Grouting: A case study in Shanghai
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Numerical study on the muck flow behavior in the screw conveyor during EPB shield tunneling
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A new pressure gradient model of slurry shield pipeline system coupling with rheological properties and wall slip behaviour under sandy stratum
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Identification of deformed configurations of segmental tunnel rings based on measured convergences
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A resilience assessment framework for existing underground structures under adjacent construction disturbance
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Analytical solution to the mechanical response of grouting lifting in existing shield tunnels and engineering case verification
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Investigation of metro tunnel response to multiple adjacent large excavations in soft soils
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Comprehensive review and future perspectives on prediction and mitigation of tunnel-induced ground settlement: A bibliometric analysis and methodological overview (2002–2022)
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A methodology for evaluating the safety resilience of the existing tunnels induced by foundation pit excavation
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A new method to determine the surrounding rock pressure in twin tunnels with small clear spacing
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Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements
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Analysis and prediction of TBM disc cutter wear when tunneling in hard rock strata: A case study of a metro tunnel excavation in Shenzhen, China
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Analysis of the influence of new tunnel excavation on the stability of adjacent existing tunnels
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Analysis of the influence of bottom bag grouting lifting on the mechanical response of shield tunnels
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Experimental study on the influence of synchronous grouting in shield tunneling on an upper existing tunnel in sandy soil stratum
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A method of lining seam elimination with angle adaptation and rectangular mark for road tunnel concrete lining images
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Characteristics and Countermeasures of Tunnel Heave due to Large-Diameter Shield Tunneling Underneath
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Behavior of Overdeformed Shield Tunnel Lining under Grouting Treatment: Field Experiment
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Construction Schemes for Shallow and Asymmetrically Loaded Tunnels Crossing Below a Bridge
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Effects of Undercrossing Tunneling on Existing Shield Tunnels
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Effects of Rock Properties on the Wear of TBM Disc Cutter: A Case Study of the Yellow River Diversion Project, China
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A Deep Learning–Based Approach for the Evaluation of Tunneling-Induced Ground Surface Settlement Considering Spatial Variability of the Soil
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Grouting Theory and Strategy of Simultaneous Control of the Horizontal and Vertical Deformations of Tunnels
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8963openalex-snapshot
Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect
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A Theoretical Calculation Method to Predict the Structural Response of an Existing Tunnel to a New Overlying Tunnel Considering Axial Force
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Impact of High‐Rise Buildings Construction Process on Adjacent Tunnels
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Seepage in Water-Rich Loess Tunnel Excavating Process and Grouting Control Effect
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Effects of Excavation Gap Filling of Under‐1 Crossing Tunnel on Pipelines
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Deformation Characteristics of Existing Twin Tunnels Induced by Double Shield Undercrossing with Prereinforcement: A Case Study in Hangzhou
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Study on Segmental Lining Behaviors of Shield Tunnel Induced by New Tunneling Underneath
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From Strain to Displacement: A Hybrid Framework for Full‐Line Identification and Stage‐Based Prediction of Metro Deformation During Undercrossing Tunneling
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A case study of newly tunnels over-crossing the existing subway tunnels
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Development and experimental research of a low-thermal asphalt material for grouting leakage blocking
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Analysis of the Disc Cutter Cutting Load and Performance during TBM Tunneling in Soft-Hard Varied Strata through Laboratory Cutting Test
inferred← citeshttps://doi.org/10.21203/rs.3.rs-3779837/v1openalex-snapshot
Impact of shield tunneling on deformation of overlying existing tunnels considering jacking force effect
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Minimizing of tunneling effect on existing infrastructure in Egypt
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Behavior of damaged TBM tunnel under MJS and Micro-disturbance grouting treatment: a case study
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The Influence of Tunnels on the Surface Structure
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Study of New Materials for Controlled Grouting Reinforcement
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Rheology, permeability and microstructure of seawater-based slurry for slurry shield tunneling: insights from laboratory tests
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Numerical Parametric Study of Countermeasures to Alleviate the Tunnel Excavation Effects on an Existing Tunnel in a Shallow-Buried Environment near a Slope
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Response Characteristics of Cross Tunnel Lining under Dynamic Train Load
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Lining Fatigue Test and Influence Zoning of Tridimensional Cross-Tunnel under High-Speed Train Loads
inferred← citeshttps://doi.org/10.3390/app12062831openalex-snapshot
Study on Longitudinal Stress Relaxation Effect and Reinforcement Technology of Segment Lining during Shield Docking
inferred← citeshttps://doi.org/10.3390/app12083722openalex-snapshot
Experimental Investigations of a Tunnel Lining Segment Strengthened by In Situ Spraying Mortar
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Effect of Undercrossing Shield Tunnels Excavation on Existing Rectangular Pipe-Jacking Tunnels
inferred← citeshttps://doi.org/10.3390/app14093949openalex-snapshot
Random Responses of Shield Tunnel to New Tunnel Undercrossing Considering Spatial Variability of Soil Elastic Modulus
inferred← citeshttps://doi.org/10.3390/buildings12101655openalex-snapshot
Influence of Grouting Sequence on the Correction Effect of Horizontal Tunnel Displacement by Grouting in Granite Residual Soil
inferred← citeshttps://doi.org/10.3390/buildings14113609openalex-snapshot
Microbial-Induced Calcium Carbonate Precipitation and Basalt Fiber Cloth Reinforcement Used for Sustainable Repair of Tunnel Lining Cracks
inferred← citeshttps://doi.org/10.3390/buildings15020265openalex-snapshot
Deformation and Reinforcement of the Existing Tunnel Affected by New Shield Tunnel Construction with Small Clearance
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/infrastructures10070183openalex-snapshot
Comprehensive Substantiation of the Impact of Pre-Support Technology on a 50-Year-Old Subway Station During the Construction of Undercrossing Tunnel Lines
inferred← citeshttps://doi.org/10.3390/math11214502openalex-snapshot
The Effect of Asynchronous Grouting Pressure Distribution on Ultra-Large-Diameter Shield Tunnel Segmental Response
inferred← citeshttps://doi.org/10.3390/s22197648openalex-snapshot
A Novel Detection and Assessment Method for Operational Defects of Pipe Jacking Tunnel Based on 3D Longitudinal Deformation Curve: A Case Study
inferred← citeshttps://doi.org/10.3390/su151713232openalex-snapshot
Study on the Influence of Subway Tunnel Induced by Under-Crossing Tunnel Based on Monitor Data in Shenzhen, China
inferred← citeshttps://doi.org/10.3390/su16145891openalex-snapshot
Three-Dimensional Modeling and Analysis of Ground Settlement Due to Twin Tunneling Using GIS
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/10.3390/sym14071462openalex-snapshot
Settlement of an Existing Tunnel Induced by Crossing Shield Tunneling Involving Residual Jacking Force
inferred← citeshttps://doi.org/10.56532/mjsat.v4i4.323openalex-snapshot
Study on the Extension of Critical Zones Along Tunnel Alignments and Its Impact on Structural Damage to Nearby Buildings
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