On the public citation graph

Surface settlements due to deformation of a tunnel in an elastic half plane

https://doi.org/10.1680/geot.1998.48.5.709
0 signed · 343 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.
Claim with ORCID
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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

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.4503451openalex-extracted
inferred← citeshttps://doi.org/10.1002/(sici)1096-9853(199702)21:2<77::aid-nag857>3.0.co;2-mopenalex-snapshot
A COMPLEX VARIABLE SOLUTION FOR A DEFORMING CIRCULAR TUNNEL IN AN ELASTIC HALF-PLANE
inferred← citeshttps://doi.org/10.1002/gete.201400033openalex-snapshot
Modelling of surface settlements induced by a non‐uniformly deforming tunnel
inferred← citeshttps://doi.org/10.1002/nag.1035openalex-snapshot
Vertical response of pile raft foundations subjected to tunneling‐induced ground movements in layered soil
inferred← citeshttps://doi.org/10.1002/nag.2098openalex-snapshot
Deformation analysis of tunnel excavation below existing pipelines in multi‐layered soils based on displacement controlled coupling numerical method
inferred← citeshttps://doi.org/10.1002/nag.2128openalex-snapshot
Unsupported advance length in tunnels constructed using New Austrian Tunnelling Method and ground surface settlement
inferred← citeshttps://doi.org/10.1002/nag.2288openalex-snapshot
Elastic‐plastic solutions for expanding cavities embedded in two different cohesive‐frictional materials
inferred← citeshttps://doi.org/10.1002/nag.2322openalex-snapshot
An analytical solution for deforming twin‐parallel tunnels in an elastic half plane
inferred← citeshttps://doi.org/10.1002/nag.2426openalex-snapshot
Timoshenko beam solution for the response of existing tunnels because of tunneling underneath
inferred← citeshttps://doi.org/10.1002/nag.2859openalex-snapshot
Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary
inferred← citeshttps://doi.org/10.1002/nag.2890openalex-snapshot
Mechanized tunneling induced ground movement and its dependency on the tunnel volume loss and soil properties
inferred← citeshttps://doi.org/10.1002/nag.3877openalex-snapshot
Fractional Viscoelastic Analysis of Transversely Isotropic Surrounding Rock Along Shallow Buried Elliptical Tunnel
inferred← citeshttps://doi.org/10.1002/nag.469openalex-snapshot
A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling
inferred← citeshttps://doi.org/10.1002/nag.597openalex-snapshot
2D and 3D upper bound solutions for tunnel excavation using ‘elastic’ flow fields
inferred← citeshttps://doi.org/10.1002/nag.70086openalex-snapshot
Analytical Solution for Stress and Displacement of the Arbitrary‐Shaped Shallow Tunnel Excavated in Orthotropic Rock
inferred← citeshttps://doi.org/10.1002/nag.70282openalex-snapshot
Analytical Solution for a Shallow Lined Circular Tunnel Based on the Generalized Series Expansion (GSE) Method
inferred← citeshttps://doi.org/10.1002/nag.70332openalex-snapshot
Simplified Simulation Method and Practical Prediction Tool for Mechanized Tunnelling Induced Settlements Based on Hybrid Volume Loss‐Grouting Pressure Method
inferred← citeshttps://doi.org/10.1002/nag.989openalex-snapshot
An analysis method for the influence of tunneling on adjacent loaded pile groups with rigid elevated caps
inferred← citeshttps://doi.org/10.1007/978-3-030-01926-6_13openalex-snapshot
Finite Element Analysis of Sub-surface Settlements and Pile-Tunnel Interaction
inferred← citeshttps://doi.org/10.1007/978-3-030-64518-2_22openalex-snapshot
Simplified Elastic Approach for Three-Dimensional Pile Group Displacements Induced by Nearby Tunneling Operation
inferred← citeshttps://doi.org/10.1007/978-3-540-45079-5_7openalex-snapshot
Numerical predictions and reality
inferred← citeshttps://doi.org/10.1007/978-3-7091-2512-0_1openalex-snapshot
On the Role of Analytical Solutions for the Evaluation of Soil Deformation Around Tunnels
inferred← citeshttps://doi.org/10.1007/978-94-015-9596-4_10openalex-snapshot
Underground Excavations and Tunnelling
inferred← citeshttps://doi.org/10.1007/978-981-13-0017-2_25openalex-snapshot
Numerical Analysis of Tunnelling in Sand - A Case Study of a Centrifuge Test
inferred← citeshttps://doi.org/10.1007/978-981-13-6713-7_27openalex-snapshot
Finite Element Analysis of Ground Movements and Geotechnical Capacity Loss Induced Due to Shield Tunnels
inferred← citeshttps://doi.org/10.1007/978-981-13-7422-7_8openalex-snapshot
MARS Use for Determination of EPB Tunnel-Related Maximum Surface Settlement
inferred← citeshttps://doi.org/10.1007/978-981-16-2842-9_4openalex-snapshot
Time Series Prediction
inferred← citeshttps://doi.org/10.1007/978-981-92-3208-6_7openalex-snapshot
Analyzing the Stability of Rock Surrounding Deep Cross-Tunnels Using a Dynamic Velocity Field
inferred← citeshttps://doi.org/10.1007/978-981-95-7952-5_38openalex-snapshot
Analyzing Surface Settlement in Tunneling Using Finite Element Analysis: A Parametric Study
inferred← citeshttps://doi.org/10.1007/978-981-95-7956-3_20openalex-snapshot
Predicting Tunneling-Induced Ground Settlements Using Machine Learning Techniques
inferred← citeshttps://doi.org/10.1007/978-981-97-8189-8_9openalex-snapshot
Distribution of Stress Around Underground Excavations
inferred← citeshttps://doi.org/10.1007/s00603-006-0097-4openalex-snapshot
Radial Deformations Induced by Groundwater Flow on Deep Circular Tunnels
inferred← citeshttps://doi.org/10.1007/s00603-010-0118-1openalex-snapshot
Lined Circular Tunnels in Elastic Transversely Anisotropic Rock at Depth
inferred← citeshttps://doi.org/10.1007/s00603-012-0283-5openalex-snapshot
A Modified Stress-Displacement Solution for a Pressure Tunnel with a Permeable Liner in an Elastic Porous Medium Based on a New Model
inferred← citeshttps://doi.org/10.1007/s00603-026-05392-4openalex-snapshot
A Complex Variable Solution for a Circular Shallow-Buried Segmental Tunnel via the Generalized Series Expansion Method
inferred← citeshttps://doi.org/10.1007/s10064-016-0937-8openalex-snapshot
Determination of earth pressure balance tunnel-related maximum surface settlement: a multivariate adaptive regression splines approach
inferred← citeshttps://doi.org/10.1007/s10064-021-02128-2openalex-snapshot
Influence of undercrossing tunnel excavation on the settlement of a metro station in Dalian
inferred← citeshttps://doi.org/10.1007/s10064-021-02230-5openalex-snapshot
A simplified analytical solution for deformation behavior of existing tunnels subjected to influences of landslides
inferred← citeshttps://doi.org/10.1007/s10706-019-00856-7openalex-snapshot
Prediction of Ground Settlement Due to Excavation of a Quasi-Rectangular Shield Tunnel Based on Stochastic Medium Theory
inferred← citeshttps://doi.org/10.1007/s10706-019-00867-4openalex-snapshot
Stress Analytical Solution for Shallow Buried Lined Circular Tunnel Under the Deformation of Surrounding Rock Inner Edge
inferred← citeshttps://doi.org/10.1007/s10706-020-01583-0openalex-snapshot
A New Equation for Estimating the Required Face Support Pressure in EPB Machine
inferred← citeshttps://doi.org/10.1007/s10706-026-03680-yopenalex-snapshot
Structural Response of Reinforced Concrete Frame Structures Subjected to Tunnelling Induced Differential Foundation Settlements
inferred← citeshttps://doi.org/10.1007/s11069-014-1331-0openalex-snapshot
Analysis of long-term settlements of Shanghai Subway Line 1 based on the in situ monitoring data
inferred← citeshttps://doi.org/10.1007/s11204-010-9094-4openalex-snapshot
Methods of estimating surface settlement during driving of urban tunnels
inferred← citeshttps://doi.org/10.1007/s11204-021-09699-yopenalex-snapshot
An Investigation Into the Effects of an Annular Gap on Surface Settlement
inferred← citeshttps://doi.org/10.1007/s11204-023-09874-3openalex-snapshot
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil
inferred← citeshttps://doi.org/10.1007/s11440-012-0169-4openalex-snapshot
Prediction of settlement trough induced by tunneling in cohesive ground
inferred← citeshttps://doi.org/10.1007/s11440-021-01363-xopenalex-snapshot
The impact of stress disturbance on undrained cyclic behaviour of a kaolin clay and settlement of tunnels under cyclic loading
inferred← citeshttps://doi.org/10.1007/s11440-023-01901-9openalex-snapshot
Data-driven estimations of ground deformations induced by tunneling: a Bayesian perspective
inferred← citeshttps://doi.org/10.1007/s11440-025-02788-4openalex-snapshot
Physics-informed neural network for elastic–plastic mesh-free modelling of tunnelling-induced deformation
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/s11771-011-0774-7openalex-snapshot
Modified image analytical solutions for ground displacement using nonuniform convergence model
inferred← citeshttps://doi.org/10.1007/s11771-012-1364-zopenalex-snapshot
Failure mechanism of large-diameter shield tunnels and its effects on ground surface settlements
inferred← citeshttps://doi.org/10.1007/s11771-015-2978-8openalex-snapshot
Initial excess pore water pressures induced by tunnelling in soft ground
inferred← citeshttps://doi.org/10.1007/s11771-023-5307-7openalex-snapshot
Ground deformation prediction induced by shield tunnelling considering existing multi-story buildings
inferred← citeshttps://doi.org/10.1007/s12145-025-01942-6openalex-snapshot
Hybrid renewable energy advances and their impact on ground settlement in shield tunnel construction
inferred← citeshttps://doi.org/10.1007/s12205-016-0250-xopenalex-snapshot
The volume of settlement trough change with depth caused by tunneling in sands
inferred← citeshttps://doi.org/10.1007/s12205-016-0391-yopenalex-snapshot
Effects of jack force and construction steps on the change of lining stresses in a TBM tunnel
inferred← citeshttps://doi.org/10.1007/s12205-016-0711-2openalex-snapshot
Effect of structural features in a distorting structure due to excavation-induced ground movements
inferred← citeshttps://doi.org/10.1007/s12205-016-0804-yopenalex-snapshot
An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory
inferred← citeshttps://doi.org/10.1007/s12205-017-0761-0openalex-snapshot
Control of surface settlement by considering shield tunneling technology
inferred← citeshttps://doi.org/10.1007/s12205-017-0989-8openalex-snapshot
Surface settlement prediction for EPB shield tunneling in sandy ground
inferred← citeshttps://doi.org/10.1007/s12205-017-1592-8openalex-snapshot
Differential Settlement and Soil Dynamic Stress of a Culvert-embankment Transition Zone Due to an Adjacent Shield Tunnel Construction
inferred← citeshttps://doi.org/10.1007/s12205-019-0780-0openalex-snapshot
A New Method based on Centrifuge Model Test for Evaluating Ground Settlement Induced by Tunneling
inferred← citeshttps://doi.org/10.1007/s12205-019-0791-xopenalex-snapshot
Analytical Prediction for Tunnel-Soil-Pile Interaction Mechanics based on Kerr Foundation Model
inferred← citeshttps://doi.org/10.1007/s12205-019-2201-9openalex-snapshot
Investigation on the 3D Ground Settlement Induced by Shallow Tunneling Considering the Effects of Buildings
inferred← citeshttps://doi.org/10.1007/s12205-020-0124-0openalex-snapshot
Numerical Simulation of Site Deformation Induced by Shield Tunneling in Typical Upper-Soft-Lower-Hard Soil-Rock Composite Stratum Site of Changchun
inferred← citeshttps://doi.org/10.1007/s12205-020-1418-yopenalex-snapshot
Functional Relationship of Parameters in Different Theoretical Models for Ground Settlement Caused by Shield Tunneling
inferred← citeshttps://doi.org/10.1007/s12205-020-2366-2openalex-snapshot
Interaction Analyses between Existing Pipeline and Quasi-Rectangular Tunneling in Clays
inferred← citeshttps://doi.org/10.1007/s12205-021-1794-yopenalex-snapshot
Analytical Study on the Transverse Internal Forces of Shield Tunnel Segments due to Adjacent Excavations in Soft Clays
inferred← citeshttps://doi.org/10.1007/s12517-015-1800-0openalex-snapshot
Prediction of surface settlement process based on model shield tunnel driving test
inferred← citeshttps://doi.org/10.1007/s12665-013-2707-2openalex-snapshot
A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground
inferred← citeshttps://doi.org/10.1007/s12665-017-7079-6openalex-snapshot
A new method for predicting ground settlement caused by twin-tunneling under-crossing an existing tunnel
inferred← citeshttps://doi.org/10.1007/s12665-019-8620-6openalex-snapshot
Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China
inferred← citeshttps://doi.org/10.1007/s13349-015-0109-8openalex-snapshot
The monitoring of an existing cast iron tunnel with distributed fibre optic sensing (DFOS)
inferred← citeshttps://doi.org/10.1007/s13369-021-05642-3openalex-snapshot
Numerical Investigation of Ground Settlements Induced by the Construction of Nanjing WeiSanLu Tunnel and Parametric Analysis
inferred← citeshttps://doi.org/10.1007/s13369-025-10062-8openalex-snapshot
Ground Settlement Prediction in Urban Tunnelling: Leveraging Metaheuristic-Optimized Random Forest Models
inferred← citeshttps://doi.org/10.1007/s40098-021-00543-6openalex-snapshot
Surface Settlement Induced by Slurry Shield Tunnelling in Sandy Cobble Strata—A Case Study
inferred← citeshttps://doi.org/10.1007/s40098-024-01030-4openalex-snapshot
Assessment of Tunneling-Induced Surface Settlement by Linear Regression Method
inferred← citeshttps://doi.org/10.1007/s40098-024-01127-wopenalex-snapshot
Prediction of Ground Surface Settlement and Analysis of Influencing Factors Caused by Shield Construction of Double-Line Tunnels in Soft Ground
inferred← citeshttps://doi.org/10.1007/s40515-025-00623-7openalex-snapshot
Settlement Characteristics due to the Excavation of Multiple Parallel Tunnels at Small Distances
inferred← citeshttps://doi.org/10.1007/s40534-014-0062-yopenalex-snapshot
Impact of shield tunneling on adjacent spread foundation on sandy cobble strata
inferred← citeshttps://doi.org/10.1007/s40999-019-00476-5openalex-snapshot
Simplified Algorithm for Grouting Pressure and Grouting Quantity in Shield Construction
inferred← citeshttps://doi.org/10.1007/s44290-025-00175-2openalex-snapshot
The lackage in the research of parallel tunnels interaction with a supporting structure in a huge slope: a review
inferred← citeshttps://doi.org/10.1016/b978-0-12-823992-6.00011-4openalex-snapshot
Ground deformation and its effects on the environment
inferred← citeshttps://doi.org/10.1016/b978-008043944-0/50705-8openalex-snapshot
Numerical and analytical modeling of ground deformations due to shallow tunneling in soft soils
inferred← citeshttps://doi.org/10.1016/j.aei.2020.101097openalex-snapshot
Reinforcement learning based optimizer for improvement of predicting tunneling-induced ground responses
inferred← citeshttps://doi.org/10.1016/j.apm.2018.06.043openalex-snapshot
Analytical stress and displacement around non-circular tunnels in semi-infinite ground
inferred← citeshttps://doi.org/10.1016/j.apm.2018.07.049openalex-snapshot
Elasto-plastic solution for shallow tunnel in semi-infinite space
inferred← citeshttps://doi.org/10.1016/j.apm.2019.04.007openalex-snapshot
A semi-analytical solution for shallow tunnels with radius-iterative-approach in semi-infinite space
inferred← citeshttps://doi.org/10.1016/j.apm.2019.10.014openalex-snapshot
Theoretical analysis of three-dimensional ground displacements induced by shield tunneling
inferred← citeshttps://doi.org/10.1016/j.apm.2019.10.025openalex-snapshot
Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure
inferred← citeshttps://doi.org/10.1016/j.apm.2021.05.025openalex-snapshot
Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils
inferred← citeshttps://doi.org/10.1016/j.apm.2021.08.005openalex-snapshot
Semi-analytical solution for stress and displacement of lined circular tunnel at shallow depths
inferred← citeshttps://doi.org/10.1016/j.apm.2024.04.033openalex-snapshot
A matrix-form complex variable method for multiple non-circular tunnels in layered media
inferred← citeshttps://doi.org/10.1016/j.autcon.2019.102860openalex-snapshot
Real-time analysis and regulation of EPB shield steering using Random Forest
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.autcon.2022.104331openalex-snapshot
Surface settlement prediction for urban tunneling using machine learning algorithms with Bayesian optimization
inferred← citeshttps://doi.org/10.1016/j.compgeo.2008.03.005openalex-snapshot
Comparison of analytical method, 3D finite element model with experimental subsidence measurements resulting from the extension of the Milan underground
inferred← citeshttps://doi.org/10.1016/j.compgeo.2011.10.004openalex-snapshot
Development and validation of a 3D numerical model for TBM–EPB mechanised excavations
inferred← citeshttps://doi.org/10.1016/j.compgeo.2013.10.008openalex-snapshot
Optimization of site exploration program for improved prediction of tunneling-induced ground settlement in clays
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1016/j.compgeo.2015.03.012openalex-snapshot
A probabilistic analysis of subsoil parameters uncertainty impacts on tunnel-induced ground movements with a back-analysis study
inferred← citeshttps://doi.org/10.1016/j.compgeo.2018.07.011openalex-snapshot
Upper and lower bound solutions for pressure-controlled cylindrical and spherical cavity expansion in semi-infinite soil
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.03.017openalex-snapshot
Modelling tunnel-induced deformations with the material point method
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103217openalex-snapshot
Volumetric behaviour of subsurface ground due to tunnelling in completely drained granular soil
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103325openalex-snapshot
Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103343openalex-snapshot
Energy-based prediction of volume loss ratio and plastic zone dimension of shallow tunnelling
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103367openalex-snapshot
Evaluation of twin tunnel-induced surface ground deformation by empirical and numerical analyses (NATM part of Eurasia tunnel, Turkey)
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103443openalex-snapshot
Complex variable analytical prediction for ground deformation and lining responses due to shield tunneling considering groundwater level variation in clays
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.2021.104154openalex-snapshot
Complex variable solution for tunneling-induced ground deformation considering the gravity effect and a cavern in the strata
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.2023.105768openalex-snapshot
Stress solution of transversely isotropic surrounding rock for shallow buried elliptic tunnels
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105797openalex-snapshot
A novel complex variable solution for the stress and displacement fields around a shallow non-circular tunnel
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107269openalex-snapshot
Development and Application of the Bi-Elliptical Displacement-Controlled Method for Improving TBM Tunnelling Simulations
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107451openalex-snapshot
Physics-informed deep learning and analytical patterns for predicting deformations of existing tunnels induced by new tunnelling
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2020.104616openalex-snapshot
Analysis of ground collapse caused by shield tunnelling and the evaluation of the reinforcement effect on a sand stratum
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2020.104897openalex-snapshot
Experimental study of surface failure induced by tunnel construction in sand
inferred← citeshttps://doi.org/10.1016/j.ijrmms.2018.12.012openalex-snapshot
Buoyancy effect on shallow tunnels
inferred← citeshttps://doi.org/10.1016/j.ijrmms.2021.104997openalex-snapshot
Analytic approximant of elastic stress around noncircular shallow-buried tunnels under general loading conditions
inferred← citeshttps://doi.org/10.1016/j.ijrmms.2024.105641openalex-snapshot
Analytical solution to quickly assess ground displacement for a pressurized or depleted deep reservoir intersected by a fault in a half space
inferred← citeshttps://doi.org/10.1016/j.jafrearsci.2017.08.003openalex-snapshot
Model uncertainty of various settlement estimation methods in shallow tunnels excavation; case study: Qom subway tunnel
inferred← citeshttps://doi.org/10.1016/j.jer.2024.05.009openalex-snapshot
Analyzing surface settlement factors in single and twin tunnels: A review study
inferred← citeshttps://doi.org/10.1016/j.jrmge.2018.09.004openalex-snapshot
A unified critical state model for geomaterials with an application to tunnelling
inferred← citeshttps://doi.org/10.1016/j.measurement.2021.109700openalex-snapshot
Measurement and prediction of tunnelling-induced ground settlement in karst region by using expanding deep learning method
inferred← citeshttps://doi.org/10.1016/j.ress.2022.108985openalex-snapshot
A hybrid data-driven model for geotechnical reliability analysis
inferred← citeshttps://doi.org/10.1016/j.ress.2025.111491openalex-snapshot
Mitigating adversarial attacks and building robust deep learning models for assessing risks in tunnel construction
inferred← citeshttps://doi.org/10.1016/j.sandf.2013.06.007openalex-snapshot
Mechanical effects of tunneling on adjacent pipelines based on Galerkin solution and layered transfer matrix solution
inferred← citeshttps://doi.org/10.1016/j.sandf.2014.04.004openalex-snapshot
Effects of tunnelling on pile foundations
inferred← citeshttps://doi.org/10.1016/j.sandf.2017.03.004openalex-snapshot
Analytical prediction for ground movements and liner internal forces induced by shallow tunnels considering non-uniform convergence pattern and ground-liner interaction mechanism
inferred← citeshttps://doi.org/10.1016/j.sandf.2018.11.005openalex-snapshot
Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods
inferred← citeshttps://doi.org/10.1016/j.sandf.2023.101314openalex-snapshot
New analytical method for predicting stresses around rectangular tunnels under arbitrary stress boundary conditions
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1016/j.trgeo.2019.100264openalex-snapshot
Effect of the constitutive material model employed on predictions of the behaviour of earth pressure balance (EPB) shield-driven tunnels
inferred← citeshttps://doi.org/10.1016/j.trgeo.2021.100620openalex-snapshot
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels
inferred← citeshttps://doi.org/10.1016/j.trgeo.2021.100629openalex-snapshot
Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101169openalex-snapshot
Prediction interaction responses between railway subgrade and shield tunnelling using machine learning with sparrow search algorithm
inferred← citeshttps://doi.org/10.1016/j.tust.2003.07.002openalex-snapshot
Modeling of tunneling-induced ground surface movements using stochastic medium theory
inferred← citeshttps://doi.org/10.1016/j.tust.2004.08.009openalex-snapshot
Analytical solution for tunnelling-induced ground movement in clays
inferred← citeshttps://doi.org/10.1016/j.tust.2005.12.101openalex-snapshot
A tool for tunneling-induced building damage risk assessment
inferred← citeshttps://doi.org/10.1016/j.tust.2008.09.002openalex-snapshot
The effect of erosion voids on existing tunnel linings
inferred← citeshttps://doi.org/10.1016/j.tust.2008.11.005openalex-snapshot
A simplified analysis method for the influence of tunneling on grouped piles
inferred← citeshttps://doi.org/10.1016/j.tust.2009.04.002openalex-snapshot
A study on the effects of overlying soil strata on the stresses developing in a tunnel lining
inferred← citeshttps://doi.org/10.1016/j.tust.2010.01.004openalex-snapshot
Stability of unlined twin tunnels in undrained clay
inferred← citeshttps://doi.org/10.1016/j.tust.2010.04.003openalex-snapshot
Feasibility study of automated detection of tunnel excavation by Brillouin optical time domain reflectometry
inferred← citeshttps://doi.org/10.1016/j.tust.2010.07.004openalex-snapshot
A proposed methodology for analysis of ground settlements caused by tunneling, with particular reference to the “buoyancy” effect
inferred← citeshttps://doi.org/10.1016/j.tust.2010.11.003openalex-snapshot
Analysis of excavation-induced responses of loaded pile foundations considering unloading effect
inferred← citeshttps://doi.org/10.1016/j.tust.2010.11.005openalex-snapshot
Theoretical prediction of ground movements induced by tunnelling in multi-layered soils
inferred← citeshttps://doi.org/10.1016/j.tust.2011.01.002openalex-snapshot
Ground movement prediction for tunnels using simplified procedure
inferred← citeshttps://doi.org/10.1016/j.tust.2011.02.006openalex-snapshot
An equivalent beam model for the analysis of tunnel-building interaction
inferred← citeshttps://doi.org/10.1016/j.tust.2011.03.005openalex-snapshot
Wavelet Analysis for tunneling-induced ground settlement based on a stochastic model
inferred← citeshttps://doi.org/10.1016/j.tust.2011.10.010openalex-snapshot
Tunnelling effects on lateral behavior of pile rafts in layered soil
inferred← citeshttps://doi.org/10.1016/j.tust.2011.11.008openalex-snapshot
Wavenet ability assessment in comparison to ANN for predicting the maximum surface settlement caused by tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2013.02.002openalex-snapshot
Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB
inferred← citeshttps://doi.org/10.1016/j.tust.2013.05.006openalex-snapshot
Theoretical prediction of the potential plastic zone of shallow tunneling in vicinity of pile foundation in soils
inferred← citeshttps://doi.org/10.1016/j.tust.2013.09.011openalex-snapshot
Monitoring tunneling induced ground displacements using distributed fiber-optic sensing
inferred← citeshttps://doi.org/10.1016/j.tust.2013.11.005openalex-snapshot
Key protection techniques adopted and analysis of influence on adjacent buildings due to the Bund Tunnel construction
inferred← citeshttps://doi.org/10.1016/j.tust.2013.12.004openalex-snapshot
Analytical prediction for tunnelling-induced ground movements in sands considering disturbance
inferred← citeshttps://doi.org/10.1016/j.tust.2013.12.009openalex-snapshot
Wavelet prediction method for ground deformation induced by tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2014.10.003openalex-snapshot
Improved analytical model for circumferential behavior of jointed shield tunnels considering the longitudinal differential settlement
inferred← citeshttps://doi.org/10.1016/j.tust.2015.04.021openalex-snapshot
Maximum surface settlement based classification of shallow tunnels in soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2015.08.007openalex-snapshot
Face stability analysis of shallow circular tunnels in cohesive–frictional soils
inferred← citeshttps://doi.org/10.1016/j.tust.2016.06.011openalex-snapshot
Volume loss in shallow tunnelling
inferred← citeshttps://doi.org/10.1016/j.tust.2016.09.001openalex-snapshot
Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory
inferred← citeshttps://doi.org/10.1016/j.tust.2017.09.015openalex-snapshot
The analytical predictions on displacement and stress around shallow tunnels subjected to surcharge loadings
inferred← citeshttps://doi.org/10.1016/j.tust.2017.12.008openalex-snapshot
Mixed empirical-numerical method for investigating tunnelling effects on structures
inferred← citeshttps://doi.org/10.1016/j.tust.2018.03.014openalex-snapshot
Fragility analysis of gray iron pipelines subjected to tunneling induced ground settlement
inferred← citeshttps://doi.org/10.1016/j.tust.2018.06.035openalex-snapshot
Analysis of the settlement of an existing tunnel induced by shield tunneling underneath
inferred← citeshttps://doi.org/10.1016/j.tust.2018.08.046openalex-snapshot
Analytical solution for tunnels not aligned with geostatic principal stress directions
inferred← citeshttps://doi.org/10.1016/j.tust.2019.02.016openalex-snapshot
Empirical and semi-analytical methods for evaluating tunnelling-induced ground movements in sands
inferred← citeshttps://doi.org/10.1016/j.tust.2019.04.003openalex-snapshot
Centrifuge modelling of shallow and large sectional tunnel under full pipe-jacked ring
inferred← citeshttps://doi.org/10.1016/j.tust.2019.04.022openalex-snapshot
Physical modeling of tunnel induced displacement in sandy grounds
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103049openalex-snapshot
Predictions of settlement risk induced by tunnelling using BIM and 3D visualization tools
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103300openalex-snapshot
Twin EPB tunneling-induced deformation and assessment of a historical masonry building on Shanghai soft clay
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103378openalex-snapshot
Propagation of settlement in soft soils induced by tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103383openalex-snapshot
Hybrid meta-heuristic and machine learning algorithms for tunneling-induced settlement prediction: A comparative study
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103446openalex-snapshot
Semi-analytical prediction for tunnelling-induced ground movements in multi-layered clayey soils
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.2020.103614openalex-snapshot
Twin tunnelling induced ground settlements: A review
inferred← citeshttps://doi.org/10.1016/j.tust.2021.103905openalex-snapshot
Principle and application of in-situ monitoring system for ground displacement induced by shield tunnelling
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104038openalex-snapshot
Centrifuge and theoretical study on tunnel-raft interaction in clay
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104039openalex-snapshot
Pile group response induced by adjacent shield tunnelling in clay: Scale model test and numerical simulation
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104077openalex-snapshot
Development of load-temporal model to predict the further mechanical behaviors of tunnel structure under various boundary conditions
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104277openalex-snapshot
Plasticity solutions for ground deformation prediction of shallow tunnels in undrained clay
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105074openalex-snapshot
Semi-analytical solutions of three-dimensional ground movements due to shallow tunnelling
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105167openalex-snapshot
A compact blowout model for shallow tunnelling in soft soils
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105316openalex-snapshot
Analytical prediction for ground movements due to deep excavations in soils
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106607openalex-snapshot
Analytical solution of the evolution of railway subgrade settlement induced by shield tunnelling beneath considering soil stress release
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106898openalex-snapshot
A hybrid machine learning algorithm for predicting excess pore water pressure caused by shield tunnelling in water rich silt layers
inferred← citeshttps://doi.org/10.1016/j.tust.2026.108108openalex-snapshot
Deformation parameters for the Bi-Elliptical Displacement-Controlled Method and related tunnel deformation modes
inferred← citeshttps://doi.org/10.1016/j.tust.2026.108109openalex-snapshot
Analytical and DEM–FDM numerical analysis of lateral deformation of an adjacent two-pile group induced by shield tunnel excavation
inferred← citeshttps://doi.org/10.1016/j.undsp.2019.03.008openalex-snapshot
Effect of constructing twin tunnels under a building supported by pile foundations in the Sydney central business district
inferred← citeshttps://doi.org/10.1016/j.undsp.2019.12.003openalex-snapshot
Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling
inferred← citeshttps://doi.org/10.1016/j.undsp.2020.05.004openalex-snapshot
Visualization and digitization of model tunnel deformation via transparent soil testing technique
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.01.002openalex-snapshot
Empirical evidence for estimation of subsurface settlement caused by tunneling in sand
inferred← citeshttps://doi.org/10.1016/j.undsp.2021.07.005openalex-snapshot
An experimental evaluation of pile-anchor strengthening mechanics for existing tunnels in landslide region
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.05.001openalex-snapshot
Surface settlement induced by horizontal directional drilling
inferred← citeshttps://doi.org/10.1016/s0020-7683(97)00194-7openalex-snapshot
Deformations of an elastic half plane with a circular cavity
inferred← citeshttps://doi.org/10.1016/s0266-352x(00)00024-0openalex-snapshot
3-D elastic analysis of vertical piles subjected to “passive” loadings
showing the first 200 of 343
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.