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Development and validation of a 3D numerical model for TBM–EPB mechanised excavations
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/(sici)1096-9853(199911)23:13<1427::aid-nag6>3.0.co;2-bopenalex-snapshot
An analysis of geotechnical problems involving strain softening effects
inferredcites →https://doi.org/10.1002/nag.127openalex-snapshot
Three‐dimensional finite element analysis of lined tunnels
inferredcites →https://doi.org/10.1002/nag.395openalex-snapshot
A 3D finite element simulation model for TBM tunnelling in soft ground
inferredcites →https://doi.org/10.1002/nag.421openalex-snapshot
Numerical modelling of compensation grouting above shallow tunnels
inferredcites →https://doi.org/10.1016/0148-9062(91)91641-4openalex-snapshot
Analysis of three-dimensional ground movements: the Thunder Bay tunnel
inferredcites →https://doi.org/10.1016/0266-352x(90)90001-copenalex-snapshot
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part I — Method of analysis
inferredcites →https://doi.org/10.1016/0266-352x(90)90002-dopenalex-snapshot
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part 2 — results
inferredcites →https://doi.org/10.1016/0886-7798(96)00017-xopenalex-snapshot
Face stability conditions with earth-pressure-balanced shields
inferredcites →https://doi.org/10.1016/j.compgeo.2006.04.004openalex-snapshot
A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling
inferredcites →https://doi.org/10.1016/j.tust.2005.06.006openalex-snapshot
On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling
inferredcites →https://doi.org/10.1016/j.tust.2006.11.008openalex-snapshot
A simplified 3D model for tunnel construction using tunnel boring machines
inferredcites →https://doi.org/10.1016/s0886-7798(99)00047-4openalex-snapshot
Three-dimensional numerical modelling for TBM tunnelling in consolidated clay
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1993)119:10(1640)openalex-snapshot
EPB Shield Tunneling in Mixed Face Conditions
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1994)120:7(1148)openalex-snapshot
Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face
inferredcites →https://doi.org/10.1061/(asce)1532-3641(2005)5:3(256)openalex-snapshot
Influence of Mesh Geometry on Three-Dimensional Finite-Element Analysis of Tunnel Excavation
inferredcites →https://doi.org/10.1115/1.3169187openalex-snapshot
Computational Methods for Transient Analysis
inferredcites →https://doi.org/10.1139/t02-073openalex-snapshot
Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension
inferredcites →https://doi.org/10.1139/t05-025openalex-snapshot
Three-dimensional ground settlements and stress-transfer mechanisms due to open-face tunnelling
inferredcites →https://doi.org/10.1139/t05-043openalex-snapshot
Predicted versus measured soil movements induced by shield tunnelling in the Madrid Metro extension
inferredcites →https://doi.org/10.1139/t83-002openalex-snapshot
A method of estimating surface settlement above tunnels constructed in soft ground
inferredcites →https://doi.org/10.1139/t83-033openalex-snapshot
A theoretical examination of the settlements induced by tunnelling: four case histories
inferredcites →https://doi.org/10.1139/t86-005openalex-snapshot
Analysis of field performance—the Thunder Bay tunnel
inferredcites →https://doi.org/10.1139/t91-004openalex-snapshot
An analysis of three-dimensional ground movements: the Thunder Bay tunnel
inferredcites →https://doi.org/10.1139/t92-104openalex-snapshot
Subsidence owing to tunnelling. I. Estimating the gap parameter
inferredcites →https://doi.org/10.1139/t92-105openalex-snapshot
Subsidence owing to tunnelling. II. Evaluation of a prediction technique
inferredcites →https://doi.org/10.1201/9781003761914-92openalex-snapshot
Development of compensation grouting modelling and control system
inferredcites →https://doi.org/10.1680/geot.1973.23.2.151openalex-snapshot
Predictions in soil engineering
inferredcites →https://doi.org/10.1680/geot.1989.39.1.125openalex-snapshot
Deformations caused by surface loading and tunnelling: the role of elastic anisotropy
inferredcites →https://doi.org/10.1680/geot.1990.40.4.581openalex-snapshot
Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material
inferredcites →https://doi.org/10.1680/geot.1996.46.4.753openalex-snapshot
Surface settlements due to deformation of a tunnel in an elastic half plane
inferredcites →https://doi.org/10.1680/geot.1998.48.5.709openalex-snapshot
Surface settlements due to deformation of a tunnel in an elastic half plane
inferredcites →https://doi.org/10.1680/geot.2005.55.3.189openalex-snapshot
The influence of soil anisotropy and K0 on ground surface movements resulting from tunnel excavation
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.4767691openalex-extracted
Data-Based Posture Prediction of Shield Tunnelling by Physical-Informed Machine Learning
inferred← citeshttps://doi.org/10.2139/ssrn.4822335openalex-extracted
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inferred← citeshttps://doi.org/10.1002/nag.3299openalex-snapshot
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inferred← citeshttps://doi.org/10.1002/nag.3987openalex-snapshot
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inferred← citeshttps://doi.org/10.1002/nag.70094openalex-snapshot
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inferred← citeshttps://doi.org/10.1002/nag.70255openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/978-3-319-61636-0_4openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/978-981-13-0562-7_18openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/978-981-13-7422-7_8openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/978-981-97-6172-2_1openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s00603-018-1549-3openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s00603-020-02192-2openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s11204-020-09626-7openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s11440-012-0181-8openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s11440-013-0279-7openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s12205-022-1028-yopenalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s13369-021-06220-3openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s40098-017-0267-1openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s40999-023-00850-4openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s41062-019-0234-zopenalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s41062-023-01357-6openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s42947-021-00034-0openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.aei.2019.101011openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.autcon.2021.103603openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.comcom.2023.03.007openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.03.006openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2015.01.008openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103097openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103325openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104235openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104609openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.104637openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.104741openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105764openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106347openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106584openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107650openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compstruct.2026.120741openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2026.147644openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engfailanal.2018.02.015openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engfailanal.2024.109082openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.enggeo.2018.07.030openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jrmge.2017.05.010openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.03.003openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.rineng.2025.104436openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108479openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2022.100849openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101277openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102103openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102244openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102411openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2013.03.003openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2014.02.001openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2015.04.004openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2016.01.037openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2017.01.004openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2017.02.001openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2017.09.016openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2017.11.003openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2018.02.006openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2018.09.040openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2018.11.034openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2018.12.002openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2019.05.008openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2019.103018openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2020.103410openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2020.103677openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2021.103836openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2021.104114openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2024.106189openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2025.106380openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2026.107512openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2026.107674openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2026.107980openalex-snapshot
PI-MLP: A physics-informed multilayer perceptron surrogate for rapid tunnel support assessment under heterogeneous geological conditions
inferred← citeshttps://doi.org/10.1016/j.tust.2026.108110openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.undsp.2019.12.003openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.undsp.2021.11.009openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.undsp.2023.02.008openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.undsp.2025.06.007openalex-snapshot
Long-term horizontal displacement induced by shield tunneling in consolidating soft ground
inferred← citeshttps://doi.org/10.1038/s41598-022-27206-7openalex-snapshot
Analysis of factors influencing surface settlement during shield construction of a double-line tunnel in a mudstone area
inferred← citeshttps://doi.org/10.1038/s41598-025-12637-9openalex-snapshot
Study of the influence of deviations in both jacking force and cutterhead torque during shield tunnelling in soft ground
inferred← citeshttps://doi.org/10.1038/s41598-025-98428-8openalex-snapshot
Prediction of super-large diameter shield attitude based on LSTM-Transformer
inferred← citeshttps://doi.org/10.1051/geotech/2020019openalex-snapshot
Déplacements induits par les tunneliers : rétro-analyse de chantiers en milieu urbain sur la base de calculs éléments finis en section courante
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0001230openalex-snapshot
Performance of Existing Subway Tunnels Undercrossed by Four Closely Spaced Shield Tunnels
inferred← citeshttps://doi.org/10.1061/(asce)co.1943-7862.0001496openalex-snapshot
Stability Analysis of Two Parallel Closely Spaced Tunnels Based on Convergence–Confinement Principle
inferred← citeshttps://doi.org/10.1061/(asce)cp.1943-5487.0000822openalex-snapshot
Computationally Efficient Simulation in Urban Mechanized Tunneling Based on Multilevel BIM Models
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001321openalex-snapshot
Mechanism and Countermeasure of Segmental Lining Damage Induced by Large Water Inflow from Excavation Face in Shield Tunneling
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002431openalex-snapshot
Ground Movement and Existing Tunnel Deformation Induced by Overlapped Tunneling
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001166openalex-snapshot
Numerical Assessment of Subsidence and Adjacent Building Movements Induced by TBM-EPB Tunneling
inferred← citeshttps://doi.org/10.1061/(asce)mt.1943-5533.0002175openalex-snapshot
Numerical Study on Backfilling the Tail Void Using a Two-Component Grout
inferred← citeshttps://doi.org/10.1061/9780784413449.046openalex-snapshot
Vertical Movement of Pile Groups Caused by Adjacent Large Diameter Shield-Driven Tunneling in Shanghai Soft Clay
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9528openalex-snapshot
Optimization Design for Support Pressure of Shield Tunnel Face to Predict the Ground Disturbance Induced by Shield Excavation
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9970openalex-snapshot
Experimental and Numerical Study on the Treatment Effect of Horizontal Lateral Grouting on the Deformation of Shield Tunnels in Clay
inferred← citeshttps://doi.org/10.1080/19386362.2020.1808286openalex-snapshot
Effect of a row of soldier piles on the settlement of adjacent buildings due to tunnelling: numerical study
inferred← citeshttps://doi.org/10.1080/19386362.2020.1816381openalex-snapshot
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
inferred← citeshttps://doi.org/10.1080/19648189.2018.1476270openalex-snapshot
Three-dimensional numerical simulation of the Shiraz subway second line – influence of the segmental joints geometry and of the lagging distance between twin tunnels’ faces
inferred← citeshttps://doi.org/10.1080/19648189.2020.1795725openalex-snapshot
Application of ANN-PSO algorithm based on FDM numerical modelling for back analysis of EPB TBM tunneling parameters
inferred← citeshttps://doi.org/10.1088/1742-6596/1973/1/012207openalex-snapshot
3D numerical simulations of tunneling induced soil deformations
inferred← citeshttps://doi.org/10.1088/1755-1315/719/3/032052openalex-snapshot
Influence of Shield Tail Clearance on Surface Settlement during Shield Construction in Soft Soil Area
inferred← citeshttps://doi.org/10.1109/ccdc.2014.6852986openalex-snapshot
Dynamic modeling and trajectory tracking control of Tunnel Boring Machine
inferred← citeshttps://doi.org/10.1109/ichce57331.2022.10042681openalex-snapshot
Deformation Analysis and Risk Control of Pile Foundation of Subway Shield Tunnel Crossing Roads and Bridges
inferred← citeshttps://doi.org/10.1155/2019/4145721openalex-snapshot
Numerical Study and Field Monitoring of the Ground Deformation Induced by Large Slurry Shield Tunnelling in Sandy Cobble Ground
inferred← citeshttps://doi.org/10.1155/2020/6785260openalex-snapshot
Performance of Slurry Shield Tunnelling in Mixed Strata Based on Field Measurement and Numerical Simulation
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/10.1155/2022/9125283openalex-snapshot
Experimental Study on Shield Tunneling Control in Full Section Water-Rich Sand Layer of Collapsible Loess
inferred← citeshttps://doi.org/10.1155/2022/9735532openalex-snapshot
Model Test of TBM Tunnel Crossing Large Dip Angle Fault Zone under High In Situ Stress
inferred← citeshttps://doi.org/10.1201/9781003348030-332openalex-snapshot
3D numerical simulation of TBM excavation for predicting surface settlements - state of the art
inferred← citeshttps://doi.org/10.12700/aph.18.4.2021.4.12openalex-snapshot
Three-Dimensional Modeling and Analysis of Mechanized Excavation for Tunnel Boring Machines
inferred← citeshttps://doi.org/10.14311/ap.2017.57.0058openalex-snapshot
NUMERICAL MODELLING OF THE SOIL BEHAVIOUR BY USING NEWLY DEVELOPED ADVANCED MATERIAL MODEL
inferred← citeshttps://doi.org/10.15224/978-1-63248-163-4-18openalex-snapshot
Three Dimensional Analysis of Earth Pressure Balance (EPB) Shield Tunneling in Soft Bedrock
inferred← citeshttps://doi.org/10.1631/jzus.a2000120openalex-snapshot
Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling
inferred← citeshttps://doi.org/10.1680/jgeen.21.00165openalex-snapshot
Twin earth pressure balance tunnelling – monitoring and numerical study of an urban case
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/10.2139/ssrn.5342771openalex-snapshot
A Numerical Study on the Influence of Intersection Angles between New and Existing Tunnels
inferred← citeshttps://doi.org/10.2139/ssrn.5395838openalex-snapshot
Steady-State and Transient Pressure Conditions Around the Epb-Tbm: Numerical Modeling Based on Experimental Data
inferred← citeshttps://doi.org/10.2139/ssrn.6050837openalex-snapshot
EPB Shield Tunneling Effects on Mat and Pile Foundations in Granular Soils
inferred← citeshttps://doi.org/10.2139/ssrn.7499986openalex-snapshot
Mechanism-informed optimization of variable-thickness concrete supports considering spatial differences in rockburst zones around high-stress tunnels
inferred← citeshttps://doi.org/10.2174/1874836801711010182openalex-snapshot
Cutterhead and Cutting Tools Configurations in Coarse Grain Soils
inferred← citeshttps://doi.org/10.22044/jme.2020.9155.1805openalex-snapshot
Numerical Modelling of Backfill Grouting Approaches in EPB Tunneling
inferred← citeshttps://doi.org/10.22337/2587-9618-2023-19-2-95-108openalex-snapshot
DETERMINATION OF BOUNDARIES PARAMETERS OF THE COMPUTATIONAL MODEL FOR ASSESSING THE IMPACT ON THE SURROUNDING FACILITIES FROM TUNNELING
inferred← citeshttps://doi.org/10.24200/j30.2017.1103openalex-snapshot
تحلیل سه بعدی پایداری سینه کار دستگاه EPB–TBM در جبهه حفاری ناهمگن- مطالعه موردی خط 2 متروی مشهد
inferred← citeshttps://doi.org/10.3182/20120523-3-ro-2023.00381openalex-snapshot
Genetic algorithm used in simulation model: Application in a maintenance process
inferred← citeshttps://doi.org/10.3311/ppci.18796openalex-snapshot
Three-dimensional Discrete Element Simulation of Interaction between Aqueduct and Tunnel
inferred← citeshttps://doi.org/10.3311/ppci.23309openalex-snapshot
Investigation of the Feasibility of Increasing the Tail-grouting Zone during Mechanized Tunneling in Sandy Soils
inferred← citeshttps://doi.org/10.3389/feart.2026.1756354openalex-snapshot
Ground surface deformation induced by grouting construction of shallow-buried shield tunnels in mudstone strata
inferred← citeshttps://doi.org/10.3390/app10010098openalex-snapshot
Influence of Approaching Excavation on Adjacent Segments for Twin Tunnels
inferred← citeshttps://doi.org/10.3390/app11062551openalex-snapshot
Numerical Simulation of EPB Shield Tunnelling with TBM Operational Condition Control Using Coupled DEM–FDM
inferred← citeshttps://doi.org/10.3390/app122010335openalex-snapshot
Influence of Construction of the following Tunnel on the Preceding Tunnel in the Reinforced Soil Layer
inferred← citeshttps://doi.org/10.3390/app13137866openalex-snapshot
Interaction of Segmental Tunnel Linings and Dip-Slip Faults—Tabriz Subway Tunnels
inferred← citeshttps://doi.org/10.3390/app14020500openalex-snapshot
Investigation on Response of Site of Typical Soil–Rock Composite Strata in Changchun Induced by Shield Construction of Parallel Twin Tunnels
inferred← citeshttps://doi.org/10.3390/app15041936openalex-snapshot
Numerical Analysis of Ground Settlement of Close Buried Double-Line Shield Tunnels Under Different Excavation Conditions
inferred← citeshttps://doi.org/10.3390/app15042208openalex-snapshot
Research on the Fine Control of the Influence of Pipe-Jacking Parameter Deviation on Surrounding Stratum Deformation
inferred← citeshttps://doi.org/10.3390/buildings14103043openalex-snapshot
Soil Displacement of Slurry Shield Tunnelling in Sandy Pebble Soil Based on Field Monitoring and Numerical Simulation
inferred← citeshttps://doi.org/10.3390/geosciences13080244openalex-snapshot
Tunnelling with Full-Face Shielded Machines: A 3D Numerical Analysis of an Earth Pressure Balance (EPB) Excavation Sequence Using the Finite Element Method (FEM)
inferred← citeshttps://doi.org/10.3390/jmse11091667openalex-snapshot
Stability on the Excavation Surface of Submarine Shield Tunnel Considering the Fluid–Solid Coupling Effect and the Equivalent Layer
inferred← citeshttps://doi.org/10.3390/sym14061263openalex-snapshot
Numerical Model Validation for Detection of Surface Displacements over Twin Tunnels from Metro Line 1 in the Historical Area of Seville (Spain)
inferred← citeshttps://doi.org/10.3844/ajassp.2013.863.875openalex-snapshot
3D MODELLING FOR MECHANIZED TUNNELLING IN SOFT GROUND-INFLUENCE OF THE CONSTITUTIVE MODEL
inferred← citeshttps://doi.org/10.48084/etasr.6748openalex-snapshot
The Effect of Seismic Load on TBM Structures for Metro Line 3 in Hanoi, Vietnam
inferred← citeshttps://doi.org/10.70675/6cd57c34zfe04z4a3dzb00ez670bb3ceaf7copenalex-snapshot
Deterministic and Probabilistic Assessment of Tunnel Face Stability
inferred← citeshttps://doi.org/10.70675/7c7beefdz2c70z4ee4zb95ezfad93b1ffc9bopenalex-snapshot
Impact du creusement des ouvrages souterrains à faible profondeur en milieu urbain
inferred← citeshttps://doi.org/10.70675/90f35774z01e8z4f4dz801czcf4d3eae775bopenalex-snapshot
Modélisation numérique du processus de creusement pressurisé des tunnels
inferred← citeshttps://doi.org/10.70675/d40ca2e4z09d7z4e85zbe19z36cc646f7b4bopenalex-snapshot
Numerical analyses of segmental tunnel lining under static and dynamic loads
inferred← citeshttps://doi.org/10.7474/tus.2020.30.5.484openalex-snapshot
Numerical Analysis of EPB TBM Driving using Coupled DEM-FDM Part I : Modeling
inferred← citeshttps://doi.org/10.7474/tus.2020.30.5.496openalex-snapshot
Numerical Analysis of EPB TBM Driving using Coupled DEM-FDM Part II: Parametric Study
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