On the public citation graph
Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing
0 signed · 198 inferred · view as graph
Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.
Is this your work? Sign in with ORCID and put your name on the
claims that are yours.
Reference health. See whether every reference in this work resolves to a
known work and none has been retracted — and get a dated CiteStamped
badge you can embed.
What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/978-1-4615-2646-9_19openalex-snapshot
Ground movement model validation at the Heathrow Express trial tunnel
inferredcites →https://doi.org/10.1007/978-981-10-6632-0_44openalex-snapshot
Numerical Simulation on the Development of Soil Arching Induced by EPBS Tunnelling
inferredcites →https://doi.org/10.1016/j.compgeo.2010.11.003openalex-snapshot
Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method
inferredcites →https://doi.org/10.1016/j.compgeo.2013.11.008openalex-snapshot
Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil
inferredcites →https://doi.org/10.1016/j.compgeo.2014.03.006openalex-snapshot
Pile and pile group response to tunnelling using a large diameter slurry shield – Case study in Shanghai
inferredcites →https://doi.org/10.1016/j.tust.2005.06.003openalex-snapshot
Tunnel stability and arching effects during tunneling in soft clayey soil
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.2010.09.004openalex-snapshot
Ground movement induced by parallel EPB tunnels in silty soils
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/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.2012.08.001openalex-snapshot
Experimental study on face instability of shield tunnel in sand
inferredcites →https://doi.org/10.1016/j.tust.2013.07.015openalex-snapshot
TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5
inferredcites →https://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
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.2015.06.003openalex-snapshot
Twin tunnel excavation in coarse grained soils: Observations and numerical back-predictions under free field conditions and in presence of a surface structure
inferredcites →https://doi.org/10.1016/j.tust.2015.08.001openalex-snapshot
Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings
inferredcites →https://doi.org/10.1016/j.tust.2015.11.012openalex-snapshot
Urban underground space: Solving the problems of today’s cities
inferredcites →https://doi.org/10.1016/j.tust.2016.05.002openalex-snapshot
Effects of above-crossing tunnelling on the existing shield tunnels
inferredcites →https://doi.org/10.1016/j.tust.2016.06.002openalex-snapshot
Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils
inferredcites →https://doi.org/10.1016/j.tust.2017.04.006openalex-snapshot
Responses of pipeline to side-by-side twin tunnelling at different depths: 3D centrifuge tests and numerical modelling
inferredcites →https://doi.org/10.1016/j.tust.2017.08.002openalex-snapshot
An in-tunnel grouting protection method for excavating twin tunnels beneath an existing tunnel
inferredcites →https://doi.org/10.1016/j.tust.2018.04.009openalex-snapshot
Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints
inferredcites →https://doi.org/10.1016/j.tust.2018.06.007openalex-snapshot
Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils
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/10.1061/(asce)1532-3641(2001)1:2(249)openalex-snapshot
Twin Tunnel Interaction: Surface and Subsurface Effects
inferredcites →https://doi.org/10.1061/(asce)co.1943-7862.0000455openalex-snapshot
Using Grouting of Shield Tunneling to Reduce Settlements of Overlying Tunnels: Case Study in Shenzhen Metro Construction
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001293openalex-snapshot
Effects of Pillar Depth and Shielding on the Interaction of Crossing Multitunnels
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001890openalex-snapshot
Long-Term Performance of Pile-Supported Ballastless Track-Bed at Various Water Levels
inferredcites →https://doi.org/10.1139/cgj-2012-0445openalex-snapshot
Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels
inferredcites →https://doi.org/10.1139/cgj-2014-0235openalex-snapshot
Effects of construction sequence and cover depth on crossing-tunnel interaction
inferredcites →https://doi.org/10.1139/t07-018openalex-snapshot
Investigating ground movements caused by the construction of multiple tunnels in soft ground using laboratory model tests
inferredcites →https://doi.org/10.1177/0954409717710838openalex-snapshot
Effects of degree of compaction and fines content of the subgrade bottom layer on moisture migration in the substructure of high-speed railways
inferredcites →https://doi.org/10.1680/geot.1998.48.3.375openalex-snapshot
Model testing of closely spaced tunnels in clay
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/10.1680/jgeot.sip17.p.103openalex-snapshot
Numerical investigation of the effects of tunnelling on existing tunnels
inferredcites →https://doi.org/10.1680/jgeot.sip17.p.117openalex-snapshot
Tunnelling close beneath an existing tunnel in clay – perpendicular undercrossing
inferredcites →https://doi.org/10.1680/jgeot.sip17.p.151openalex-snapshot
Twin-tunnelling-induced changes to clay stiffness
inferredcites →https://doi.org/10.17863/cam.10739openalex-snapshot
Tunnelling close beneath an existing tunnel in clay – perpendicular undercrossing
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.2139/ssrn.4656247openalex-extracted
Deformation Characteristics of Exiting Tunnels Induced by Close-Distance Quasi-Rectangular Shield Upper-Passing
inferred← citeshttps://doi.org/10.1002/dug2.12057openalex-snapshot
Mechanical responses of underground carriageway structures due to construction of metro tunnels beneath the existing structure: A case study
inferred← citeshttps://doi.org/10.1002/nag.3766openalex-snapshot
Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel
inferred← citeshttps://doi.org/10.1002/nag.70221openalex-snapshot
Coupling Analytical Investigation on the Response of an Existing Tunnel Subjected to Underpassing Shield Tunneling
inferred← citeshttps://doi.org/10.1002/nag.70274openalex-snapshot
Analytical Approach to Predict the Overburden Pressure of the Deep‐Buried Shield Tunnel
inferred← citeshttps://doi.org/10.1002/nag.70437openalex-snapshot
Analytical Method for Predicting Shield Tunnel Deformation Induced by Tunnelling Considering Circumferential Joints
inferred← citeshttps://doi.org/10.1002/suco.202400250openalex-snapshot
An analytical solution for shear bearing capacity of circumferential joints of precast concrete segmental tunnel linings considering dowel action
inferred← citeshttps://doi.org/10.1007/978-3-031-42515-8_58openalex-snapshot
Responses of Existing Tunnel Caused by Undercrossing Super-Large Diameter Shield Tunnel
inferred← citeshttps://doi.org/10.1007/978-3-031-76528-5_1openalex-snapshot
Predicting Cutter Wear in Shield Tunneling Construction Using Machine Learning: A Case Study from Chunfeng Road Tunnel Project in China
inferred← citeshttps://doi.org/10.1007/978-981-16-6140-2_29openalex-snapshot
Ground Responses Due to the Effect of Tunnelling in Sandy Soil
inferred← citeshttps://doi.org/10.1007/s00603-025-05088-1openalex-snapshot
Wear Analysis and Evaluation of Inserted-Tooth Disc Cutters During Shield TBM Tunneling in Soil-Rock Mixed Ground
inferred← citeshttps://doi.org/10.1007/s10706-019-01109-3openalex-snapshot
Influence of Construction Process of Double-Line Shield Tunnel Crossing Frame Structure on Ground Settlement
inferred← citeshttps://doi.org/10.1007/s10706-024-03034-6openalex-snapshot
Numerical Analysis of Disturbance Control in a Four-Hole Parallel Tunnel Crossing Beneath Existing Tunnels
inferred← citeshttps://doi.org/10.1007/s11440-021-01213-wopenalex-snapshot
Influence of deep excavation on adjacent bridge piles considering underlying karst cavern: a case history and numerical investigation
inferred← citeshttps://doi.org/10.1007/s11440-023-02144-4openalex-snapshot
Ground movement and settlement prediction induced by double-track curvature shield tunneling
inferred← citeshttps://doi.org/10.1007/s11440-025-02642-7openalex-snapshot
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata
inferred← citeshttps://doi.org/10.1007/s11440-026-03080-9openalex-snapshot
Deformation-dependent soil arching effect in compacted clayey soil under various overburden pressures
inferred← citeshttps://doi.org/10.1007/s11709-019-0561-3openalex-snapshot
Prediction of shield tunneling-induced ground settlement using machine learning techniques
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/s12046-023-02421-8openalex-snapshot
Consequences of building a new tunnel on in-service tunnel: a review
inferred← citeshttps://doi.org/10.1007/s12205-020-1165-0openalex-snapshot
Case Study of the Effect of Rainfall Infiltration on a Tunnel Underlying the Roadbed Slope with Weak Inter-Layer
inferred← citeshttps://doi.org/10.1007/s12205-021-0378-1openalex-snapshot
Prediction of the Amount of Soil Discharged by an Earth Pressure Balanced Shield Machine Based on Feature Engineering
inferred← citeshttps://doi.org/10.1007/s12205-021-0755-9openalex-snapshot
Theoretical Method of Chamber Pressure for EPB Shield Tunneling Under-Crossing Existing Metro Tunnels
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/s13369-019-04239-1openalex-snapshot
Predicting Convergence Rate of Namaklan Twin Tunnels Using Machine Learning Methods
inferred← citeshttps://doi.org/10.1007/s13369-020-05231-wopenalex-snapshot
Three-Dimensional Limit Equilibrium Solution of Minimum Support Pressure of Shield Tunnel Face in Sandy Cobble Stratum
inferred← citeshttps://doi.org/10.1007/s40515-026-00875-xopenalex-snapshot
Analysis of Longitudinal Deformation of Existing Tunnel Caused by New Shield Tunneling Based on Timoshenko-Kerr Model
inferred← citeshttps://doi.org/10.1007/s40996-023-01199-3openalex-snapshot
Influence of a Super-Large Diameter Shield Tunnel Excavation on the Lining Structure of the Metro Lines in Operation
inferred← citeshttps://doi.org/10.1016/j.aej.2022.11.038openalex-snapshot
Influence of double-line large-slope shield tunneling on settlement of ground surface and mechanical properties of surrounding rock and segment
inferred← citeshttps://doi.org/10.1016/j.aej.2023.08.022openalex-snapshot
Deformation of adjacent buildings and ground settlement induced by shield construction of three-line small-spacing tunnels
inferred← citeshttps://doi.org/10.1016/j.apm.2025.116448openalex-snapshot
Theoretical analysis on soil deformation and pore pressure subjected to shield tunneling in unsaturated soil
inferred← citeshttps://doi.org/10.1016/j.asoc.2019.105859openalex-snapshot
A novel feature selection method based on global sensitivity analysis with application in machine learning-based prediction model
inferred← citeshttps://doi.org/10.1016/j.autcon.2020.103375openalex-snapshot
Forecasting maximum surface settlement caused by urban tunneling
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103858openalex-snapshot
Analytical prediction of time-dependent behavior for tunneling-induced ground movements and stresses subjected to surcharge loading based on rheological mechanics
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104492openalex-snapshot
Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105964openalex-snapshot
Random analysis method for nonlinear interaction between shield tunnel and spatially variable soil
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.106062openalex-snapshot
Investigation on the structural behaviors of segmental tunnel with a new generalized-beam-theory-based model incorporating cross-sectional distortions
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106111openalex-snapshot
GFNS: An OpenGL-based tool for shield tunneling simulation in 3D complex stratum
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.107019openalex-snapshot
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction
inferred← citeshttps://doi.org/10.1016/j.cscm.2024.e03085openalex-snapshot
Displacement control in irregular deep excavation adjacent to tunnel groups in structural soil: A case study of MJS cement-soil composite piles and grouting rectification
inferred← citeshttps://doi.org/10.1016/j.cscm.2024.e03836openalex-snapshot
Deformation of existing underpasses due to pile cutting and shield tunneling: Observations from field monitoring and explanations by analytical model
inferred← citeshttps://doi.org/10.1016/j.dib.2020.105126openalex-snapshot
Monitored deformation data during the construction of an urban subway
inferred← citeshttps://doi.org/10.1016/j.engappai.2025.111041openalex-snapshot
Data-driven disc cutter wear prediction for shield tunneling in complex strata: model comparison and interpretation
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2021.105906openalex-snapshot
Causes and treatment measures of large deformation and failure of the box-frame channel above an under-construction underpass tunnel
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2026.110737openalex-snapshot
Investigation of bridge pier differential settlement failure induced by metro-jet-system pile construction: A case study on the Yangtze River Bridge
inferred← citeshttps://doi.org/10.1016/j.enggeo.2020.105913openalex-snapshot
Interactions of landslide deposit with terrace sediments: Perspectives from velocity of deposit movement and apparent friction angle
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.110096openalex-snapshot
Synergistic reinforcement mechanisms in hybrid fiber-rebar concrete linings: Multistage responses to excavation-induced unloading
inferred← citeshttps://doi.org/10.1016/j.jrmge.2021.07.003openalex-snapshot
Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.08.010openalex-snapshot
Mechanical performances of shield tunnel segments under asymmetric unloading induced by pit excavation
inferred← citeshttps://doi.org/10.1016/j.jrmge.2024.09.047openalex-snapshot
Super-large-diameter shield tunnel undercrossing an intercity railway with oblique angle: Centrifuge test and numerical analysis
inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.01.051openalex-snapshot
Tunnel face ground loss under cutterhead vibration in sandy ground with different degrees of saturation: Insights from DEM simulations
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.109667openalex-snapshot
Research on the theoretical prediction method for surface movement duration considering the spatio-temporal subsidence characteristics
inferred← citeshttps://doi.org/10.1016/j.trgeo.2021.100558openalex-snapshot
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101061openalex-snapshot
The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101113openalex-snapshot
Tunneling-induced longitudinal responses of existing tunnel with discontinuities in structure stiffness
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.2024.101254openalex-snapshot
Optimized machine learning models for predicting crown convergence of plateau mountain tunnels
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102414openalex-snapshot
Mechanisms of HSR subgrade deformation induced by horizontal MJS pre-reinforcement and micro-disturbance settlement control technology: A case study
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.2019.03.013openalex-snapshot
Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties
inferred← citeshttps://doi.org/10.1016/j.tust.2019.03.021openalex-snapshot
Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103104openalex-snapshot
Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103224openalex-snapshot
Ground settlement induced by tunneling crossing interface of water-bearing mixed ground: A lesson from Changsha, China
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
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103455openalex-snapshot
Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103593openalex-snapshot
A critical evaluation of machine learning and deep learning in shield-ground interaction prediction
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103652openalex-snapshot
General solutions for the longitudinal deformation of shield tunnels with multiple discontinuities in strata
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103807openalex-snapshot
Model test study on the stability of cobble strata during shield under-crossing
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104317openalex-snapshot
Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel
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.2022.104495openalex-snapshot
Analytical modelling of segmental liner joints for close-proximity tunnelling in soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104505openalex-snapshot
Mechanical response of existing tunnels for shield under-crossing in cobble strata based on the model test
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.2022.104623openalex-snapshot
Structural responses of DOT tunnel induced by shield under-crossing in close proximity in soft ground. Part I: Field measurement
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104687openalex-snapshot
Deformation behaviors and failure mechanism of segmental RC lining under unloading condition
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104811openalex-snapshot
Improved analytical solution for ground movements induced by circular tunnel excavation based on ground loss correction
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104908openalex-snapshot
Field performance of an anti-uplift portal frame in control of the tunnel uplift induced by overlying excavation
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104913openalex-snapshot
Theoretical analysis on the deformation of existing tunnel caused by under-crossing of large-diameter slurry shield considering construction factors
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104929openalex-snapshot
Recovery of longitudinal deformational performance of shield tunnel lining by soil Grouting: A case study in Shanghai
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105296openalex-snapshot
A bending-shear-torsion resistant beam foundation model for segmental tunnels in longitudinal direction
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105339openalex-snapshot
A resilience assessment framework for existing underground structures under adjacent construction disturbance
inferred← citeshttps://doi.org/10.1016/j.tust.2024.105652openalex-snapshot
Structural response of former tunnel in the construction of closely-spaced cross-river twin tunnels
inferred← citeshttps://doi.org/10.1016/j.tust.2024.105664openalex-snapshot
LSTM-based deformation forecasting for additional stress estimation of existing tunnel structure induced by adjacent shield tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106149openalex-snapshot
Understanding the longitudinal performance of shield tunnel from settlement to joint behavior by a novel physical modeling system
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106154openalex-snapshot
Risk assessment of shield construction adjacent to the existing shield tunnel based on improved nonlinear FAHP
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106260openalex-snapshot
Influence of large-diameter shield tunneling on deformation of adjacent high-speed railway subgrade in soft soils and effectiveness of protective measures
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106511openalex-snapshot
Theoretical study on the soil additional stress and principal stress axis deflection during shield tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106817openalex-snapshot
Above-crossing tunneling effects on existing twin tunnels in soft clay with an anisotropic egg-shaped elastoplastic model
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106824openalex-snapshot
Data-and experience-driven prediction method of twin shield tunneling-induced complicated settlement curve and its evolution
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106886openalex-snapshot
Three-dimensional displacements analysis of high-speed railway subgrade caused by parallel shield tunnels undercrossing
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107449openalex-snapshot
Intelligent prediction of surface settlement troughs induced by twin shields tunnelling: Insights from a numerical modelling-empirical formulation-interpretable automated machine learning fusion method
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107661openalex-snapshot
Model test study on instability of tunnel face affected by existing double circular tunnels
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107717openalex-snapshot
Torsional behaviors of segmental tunnels under compression-bending-torsion load combinations. Part II: Physics-informed stiffness evaluation and effects of soil-tunnel interaction
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107791openalex-snapshot
Application of an artificial horizontal aquiclude with slurry diaphragm walls for groundwater control in deep excavations near high-speed railways
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.07.006openalex-snapshot
Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.12.011openalex-snapshot
Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.02.007openalex-snapshot
Centrifuge modelling of tunnelling below existing twin tunnels with different types of support
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.03.004openalex-snapshot
Performance of a deep excavation and the influence on adjacent piles: A case history in karst region covered by clay and sand
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.11.002openalex-snapshot
TBM performance prediction using LSTM-based hybrid neural network model: Case study of Baimang River tunnel project in Shenzhen, China
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.09.010openalex-snapshot
Three-dimensional hydro-mechanical coupling numerical simulation of shield-driven cross-river twin tunnels: A case study
inferred← citeshttps://doi.org/10.1016/j.undsp.2025.03.006openalex-snapshot
Development of the Optuna-NGBoost-SHAP model for estimating ground settlement during tunnel excavation
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/10.1016/j.undsp.2025.05.010openalex-snapshot
Hydraulic-rock-structural responses of close-spaced shield-driven twin tunnels: Insights from in-situ monitoring and three-dimensional numerical simulation
inferred← citeshttps://doi.org/10.1038/s41598-025-96865-zopenalex-snapshot
Numerical analysis of mechanical response in bridge and pile foundations due to shield cutting of residual piles
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0001362openalex-snapshot
Characteristics and Countermeasures of Tunnel Heave due to Large-Diameter Shield Tunneling Underneath
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001748openalex-snapshot
Analytical and Semi-Analytical Solutions for Describing Tunneling-Induced Transverse and Longitudinal Settlement Troughs
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001766openalex-snapshot
Deformation and Protection of Existing Tunnels at an Oblique Intersection Angle to an Excavation
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002287openalex-snapshot
Ground Response to Horizontal Spoil Discharge Jet Grouting with Impacts on the Existing Tunnels
inferred← citeshttps://doi.org/10.1061/ajrua6.rueng-1969openalex-snapshot
Resilience Analysis of Shield Tunnel Segments and Overall Structure During Adjacent Undercrossing Construction Considering Varied Spatial Relationships
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-10555openalex-snapshot
Calculation of Temporary Roof Pillar Structure Parameters for a Novel Combined Mining Method
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-10801openalex-snapshot
Evolution of Soil Arching–Induced Deformation and Stress Redistribution in the Ground with an Existing Tunnel
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-11938openalex-snapshot
A Deep Learning–Based Approach for the Evaluation of Tunneling-Induced Ground Surface Settlement Considering Spatial Variability of the Soil
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/ijgnai.gmeng-9820openalex-snapshot
Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure
inferred← citeshttps://doi.org/10.1061/jpcfev.cfeng-4456openalex-snapshot
Protection of a 193.5-m High Concrete Tube-Shaped TV Tower Close to Subway Excavations
inferred← citeshttps://doi.org/10.1109/tits.2022.3149819openalex-snapshot
Analysis and Intelligent Prediction for Displacement of Stratum and Tunnel Lining by Shield Tunnel Excavation in Complex Geological Conditions: A Case Study
inferred← citeshttps://doi.org/10.1139/cgj-2021-0413openalex-snapshot
Effects of the skew angle of new tunneling on an existing tunnel: three-dimensional centrifuge and numerical modeling
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/10.1155/2020/3207072openalex-snapshot
Excavation Sequence and Surrounding Rock Mass Stability of Large‐Scale Underground Engineering with 8 Tunnels
inferred← citeshttps://doi.org/10.1155/2020/8810658openalex-snapshot
Numerical Study on the Disturbance Effect of Short‐Distance Parallel Shield Tunnelling Undercrossing Existing Tunnels
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/10.1155/2022/7102702openalex-snapshot
Numerical Simulation on Dynamic Response of Existing Tunnel to Moving-Axle Loads under the Influence of Oblique Shield Crossing the Intersection Area
inferred← citeshttps://doi.org/10.1155/2022/8448223openalex-snapshot
A Novel Approach for Risk Assessment of Building Damage via Metro Tunnel Construction
inferred← citeshttps://doi.org/10.1155/2022/9125283openalex-snapshot
Experimental Study on Shield Tunneling Control in Full Section Water-Rich Sand Layer of Collapsible Loess
inferred← citeshttps://doi.org/10.1155/2023/5668254openalex-snapshot
Deformation Analysis of a New Subway Transfer Channel Closely Undercrossing an Existing Station
inferred← citeshttps://doi.org/10.1155/adce/3009568openalex-snapshot
Enhanced Analytical Method for Evaluating the Existing Tunnel Response Caused by Tunneling Underlying
inferred← citeshttps://doi.org/10.1177/03611981241312217openalex-snapshot
Influence of Shallow-Buried Bias Tunnel Unloading on the Longitudinal Displacement of the Underlying Tunnel
inferred← citeshttps://doi.org/10.1177/03611981261434948openalex-snapshot
Analysis of the Effect of Shield Tunnel Construction Method Under Viaduct on Tunnel Structure and Pile Foundations
inferred← citeshttps://doi.org/10.1177/15501329221087183openalex-snapshot
A case study of newly tunnels over-crossing the existing subway tunnels
inferred← citeshttps://doi.org/10.1631/jzus.a20aige1openalex-snapshot
Practice of artificial intelligence in geotechnical engineering
inferred← citeshttps://doi.org/10.1631/jzus.a2500175openalex-snapshot
Decomposition method for existing tunnel lining displacement induced by undercrossing: a case study
inferred← citeshttps://doi.org/10.1680/jgele.26.00015openalex-snapshot
Analytical formulation of overturning moments in retaining walls under two-phase arching
inferred← citeshttps://doi.org/10.1680/jphmg.19.00038openalex-snapshot
An experimental approach to evaluating the long-term performance of segmental linings
inferred← citeshttps://doi.org/10.21203/rs.3.rs-10550129/v1openalex-snapshot
Sensitivity Analysis of Shield Tunnel-Induced Ground Settlement to Stratigraphic Spatial Variability: From Random Field Simulation to Causal Decoupling
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
inferred← citeshttps://doi.org/10.21203/rs.3.rs-4167475/v1openalex-snapshot
Evaluation of ground disturbance behavior during articulated shield tunneling on small radius curved routes in clays
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/10.25103/jestr.152.05openalex-snapshot
Numerical Investigation of Deformation Influence of Existing Viaduct Piles under MJS Construction Method
inferred← citeshttps://doi.org/10.3389/feart.2025.1608468openalex-snapshot
Interpretable machine learning approach for TBM tunnel crown convergence prediction with Bayesian optimization
inferred← citeshttps://doi.org/10.3390/app10020608openalex-snapshot
Numerical Parametric Study of Countermeasures to Alleviate the Tunnel Excavation Effects on an Existing Tunnel in a Shallow-Buried Environment near a Slope
inferred← citeshttps://doi.org/10.3390/app10124406openalex-snapshot
Response Characteristics of Cross Tunnel Lining under Dynamic Train Load
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/app13158826openalex-snapshot
The Construction Methods and Control Mechanisms for Subway Station Undercrossing an Existing Tunnel at Zero Distance
inferred← citeshttps://doi.org/10.3390/app14010290openalex-snapshot
Investigation of the Influence Area of the Excavation of a Double-Line Highway Tunnel under an Existing Railway Tunnel
inferred← citeshttps://doi.org/10.3390/app14083242openalex-snapshot
Investigation on the Mechanical Characteristics of the Excavation of a Double-Line Highway Tunnel Underpass Existing Railway Tunnel under the Influence of Dynamic and Static Load
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/app9071399openalex-snapshot
Analysis of the Additional Stress and Ground Settlement Induced by the Construction of Double-O-Tube Shield Tunnels in Sandy Soils
inferred← citeshttps://doi.org/10.3390/buildings13081943openalex-snapshot
Deformation Analysis and Reinforcement Effect of Tunnel Pile Excavation of a Subway Station in a Weak Stratum
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/buildings15162849openalex-snapshot
Semi-Analytical Method for the Response of Existing Tunnels to Tunneling Considering the Tunnel–Soil Interaction Based on the Modified Gaussian Function
inferred← citeshttps://doi.org/10.3390/buildings15224094openalex-snapshot
Protection of Low-Strength Shallow-Founded Buildings Around Deep Excavation: A Case Study in the Yangtze River Soft Soil Area
inferred← citeshttps://doi.org/10.3390/buildings16101892openalex-snapshot
Mechanical Performance Investigation of the Effective Longitudinal Torsional Stiffness Ratio in Rectangular Shield Tunnels Under Combined Loadings
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/math10244637openalex-snapshot
Intelligent Prediction of Maximum Ground Settlement Induced by EPB Shield Tunneling Using Automated Machine Learning Techniques
inferred← citeshttps://doi.org/10.3390/s23104758openalex-snapshot
Novel Weigh-in-Motion Pavement Sensor Based on Self-Sensing Nanocomposites for Vehicle Load Identification: Development, Performance Testing, and Validation
inferred← citeshttps://doi.org/10.3390/su15139949openalex-snapshot
Analysis of the Buried Pipeline Response Induced by Twin Tunneling Using the Generalized Hermite Spectral Method
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/10.3390/sym16091113openalex-snapshot
Evaluation Method of the Impact of Twin Shield Tunneling Construction on Elevated Bridges: Case Study
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.