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Effect of the constitutive material model employed on predictions of the behaviour of earth pressure balance (EPB) shield-driven tunnels

https://doi.org/10.1016/j.trgeo.2019.100264

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What this work says

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

inferredcites →https://doi.org/10.1007/s11440-008-0056-1openalex-snapshot

Impact of constitutive models on the numerical analysis of underground constructions

inferredcites →https://doi.org/10.1016/0148-9062(82)91516-9openalex-snapshot

Ground movement around shallow tunnels in soft clay

inferredcites →https://doi.org/10.1016/0148-9062(83)90434-5openalex-snapshot

Ground movements around shallow tunnels in soft clay

inferredcites →https://doi.org/10.1016/0148-9062(87)90453-0openalex-snapshot

Soil movements induced by tunnelling and their effects on pipelines and structures

inferredcites →https://doi.org/10.1016/0148-9062(91)91649-copenalex-snapshot

Parameters for predicting deformations due to tunnelling

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/c2013-0-02308-0openalex-snapshot

Engineering Plasticity

inferredcites →https://doi.org/10.1016/j.compgeo.2011.05.006openalex-snapshot

Advanced constitutive modelling of shotcrete: Model formulation and calibration

inferredcites →https://doi.org/10.1016/j.trgeo.2018.11.009openalex-snapshot

Estimating maximum surface settlement due to EPBM tunneling by Numerical-Intelligent approach – A case study: Tehran subway line 7

inferredcites →https://doi.org/10.1016/j.tust.2007.08.004openalex-snapshot

On numerical simulation of tunnel installation

inferredcites →https://doi.org/10.1016/j.tust.2016.05.003openalex-snapshot

Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay

inferredcites →https://doi.org/10.1061/(asce)0733-9410(1985)111:2(155)openalex-snapshot

Evaluation of Soil Response to EPB Shield Tunneling

inferredcites →https://doi.org/10.1061/(asce)0733-9410(1992)118:4(558)openalex-snapshot

Preliminary Design for NATM Tunnel Support in Soil

inferredcites →https://doi.org/10.1061/(asce)0899-1561(1996)8:2(70)openalex-snapshot

Stress-Strain Relationship of High-Strength Concrete in Compression

inferredcites →https://doi.org/10.1061/(asce)0899-1561(1999)11:1(21)openalex-snapshot

Stress-Strain Relationship of High-Strength Fiber Concrete in Compression

inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:9(846)openalex-snapshot

Analytical Prediction for Tunneling-Induced Ground Movements in Clays

inferredcites →https://doi.org/10.1061/jsfeaq.0001458openalex-snapshot

Nonlinear Analysis of Stress and Strain in Soils

inferredcites →https://doi.org/10.1061/jsfeaq.0001760openalex-snapshot

Shear Modulus and Damping in Soils: Design Equations and Curves

inferredcites →https://doi.org/10.1139/t07-055openalex-snapshot

A closed-form solution for composite tunnel linings in a homogeneous infinite isotropic elastic medium

inferredcites →https://doi.org/10.1139/t08-075openalex-snapshot

An analytical solution for jointed tunnel linings in elastic soil or rock

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/10.1201/9781439833797-c52openalex-snapshot

On a smart use of 3D-FEM in tunnelling

inferredcites →https://doi.org/10.14711/thesis-b1213411openalex-snapshot

Long-term settlement mechanisms of shield tunnels in Shanghai soft clay

inferredcites →https://doi.org/10.1680/geot.1988.38.4.647openalex-snapshot

Discussion: Analysis of undrained soil deformation due to ground loss

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.1997.47.3.693openalex-snapshot

The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction

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/10.3208/sandf.39.3_113openalex-snapshot

Ground Response to the Construction of Shanghai Metro Tunnel-Line 2

inferredcites →https://doi.org/10.5287/ora-wvpoyvj4xopenalex-snapshot

Numerical modelling of tunnelling processes for assessment of damage to buildings

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Data-Based Posture Prediction of Shield Tunnelling by Physical-Informed Machine Learning

inferred← citeshttps://doi.org/10.1002/nag.70200openalex-snapshot

A Submodel Based Numerical Investigation of the Segment Uplift During Tunnel Construction

inferred← citeshttps://doi.org/10.1007/978-981-19-7331-4_98openalex-snapshot

Data-Driven Safety Assessment for Shield Tunnel Excavation: Interoperability Between Parametric Modeling and Numerical Simulation

inferred← citeshttps://doi.org/10.1007/s00603-021-02723-5openalex-snapshot

Automated Recognition Model of Geomechanical Information Based on Operational Data of Tunneling Boring Machines

inferred← citeshttps://doi.org/10.1007/s10706-022-02368-3openalex-snapshot

Numerical Assessment of Microtunnelling Induced Pavement Settlement

inferred← citeshttps://doi.org/10.1007/s11204-023-09873-4openalex-snapshot

Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass

inferred← citeshttps://doi.org/10.1007/s11440-021-01165-1openalex-snapshot

Ground movements induced by installation of twin large diameter deeply-buried caissons: 3D numerical modeling

inferred← citeshttps://doi.org/10.1007/s11440-021-01383-7openalex-snapshot

A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China

inferred← citeshttps://doi.org/10.1007/s40515-021-00160-zopenalex-snapshot

Static and Dynamic Analysis of the Shielded Tunnel in Alluvium Soil with 2D FEM Model

inferred← citeshttps://doi.org/10.1016/b978-0-443-27708-5.00002-3openalex-snapshot

Traditional numerical methods

inferred← citeshttps://doi.org/10.1016/j.aei.2025.103465openalex-snapshot

Improved model-free adaptive control of shield machine posture during tunnelling

inferred← citeshttps://doi.org/10.1016/j.autcon.2024.105362openalex-snapshot

Parameterized modeling and safety simulation of shield tunnel based on BIM-FEM automation framework

inferred← citeshttps://doi.org/10.1016/j.autcon.2026.106941openalex-snapshot

BIM–FEM framework integrated with deep learning for tunnel construction safety

inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104312openalex-snapshot

Refined 3D modelling of spatial-temporal distribution of excess pore water pressure induced by large diameter slurry shield tunneling

inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106584openalex-snapshot

Data-Based postural prediction of shield tunneling via machine learning with physical information

inferred← citeshttps://doi.org/10.1016/j.measurement.2024.115509openalex-snapshot

Active learning-based research of foaming agent for EPB shield soil conditioning in gravel stratum

inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.115500openalex-snapshot

Seismic vulnerability of shield tunnels in interbedded soil deposits: Case study of submarine tunnel in Shantou Bay

inferred← citeshttps://doi.org/10.1016/j.trgeo.2020.100324openalex-snapshot

Three-dimensional investigation of how newly constructed buildings supported on raft foundations affect pre-existing tunnels

inferred← citeshttps://doi.org/10.1016/j.trgeo.2020.100333openalex-snapshot

Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting

inferred← citeshttps://doi.org/10.1016/j.trgeo.2020.100478openalex-snapshot

Analytical solutions and in-situ measurements on the internal forces of segmental lining produced in the assembling process

inferred← citeshttps://doi.org/10.1016/j.trgeo.2022.100900openalex-snapshot

Soil-structure interaction of integral abutments

inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101145openalex-snapshot

Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition

inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102411openalex-snapshot

Quantitative evaluation of shield tunneling-induced soil disturbance in sensitive soft soil

inferred← citeshttps://doi.org/10.1016/j.tust.2022.104835openalex-snapshot

Experimental assessment of Soil/metal interface adhesion behaviours of EPB shield Machines

inferred← citeshttps://doi.org/10.1016/j.tust.2023.105053openalex-snapshot

Tail void grouting material: A parametric study on the role of hydro-mechanical characteristics in mechanized tunneling

inferred← citeshttps://doi.org/10.1061/(asce)ps.1949-1204.0000466openalex-snapshot

Innovative Application of Tire-Derived Aggregate around Corrugated Steel Plate Culverts

inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8487openalex-snapshot

Field Testing and Numerical Analysis of Supporting Performance of Oblique Piles Used in Pit Excavation

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/10.1080/19648189.2024.2356702openalex-snapshot

Simple approach to assessing excess pore water pressure induced by shield tunneling in saturated-unsaturated clay soil

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/10.1680/jgrim.23.00047openalex-snapshot

Upgrading the capacity of foundations by using a hybrid expanded footing–micropile system

inferred← citeshttps://doi.org/10.3390/buildings14061760openalex-snapshot

Critical Face Pressure of a Tunnel Driven by a Shield Machine Considering Seismic Forces and Tunnel Shape Influence

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/10.3846/jcem.2023.20428openalex-snapshot

RANDOM FIELD-BASED TUNNELING INFORMATION MODELING FRAMEWORK FOR PROBABILISTIC SAFETY ASSESSMENT OF SHIELD TUNNELS

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