On the public citation graph

Ground movement prediction for tunnels using simplified procedure

https://doi.org/10.1016/j.tust.2011.01.002
0 signed · 186 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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.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 this work says

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

inferredcites →https://doi.org/10.1016/0148-9062(83)90427-8openalex-snapshot
Strain field around a tunnel in stiff soil
inferredcites →https://doi.org/10.1016/j.ijrmms.2006.07.005openalex-snapshot
Determination of residual strength parameters of jointed rock masses using the GSI system
inferredcites →https://doi.org/10.1016/j.ijrmms.2006.09.012openalex-snapshot
Back-analysis of rock mass strength parameters using AE monitoring data
inferredcites →https://doi.org/10.1016/j.tust.2003.07.002openalex-snapshot
Modeling of tunneling-induced ground surface movements using stochastic medium theory
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/(asce)1090-0241(2004)130:5(498)openalex-snapshot
Nonlinear Mohr Envelopes Based on Triaxial Data
inferredcites →https://doi.org/10.1139/t87-001openalex-snapshot
Shear strength and stress—strain behaviour of Athabasca oil sand at elevated temperatures and pressures
inferredcites →https://doi.org/10.1139/t91-004openalex-snapshot
An analysis of three-dimensional ground movements: the Thunder Bay tunnel
inferredcites →https://doi.org/10.1144/gsl.qjegh.1994.027.p3.04openalex-snapshot
A technique for defining non-linear shear strength envelopes, and their incorporation in a slope stability method of analysis
inferredcites →https://doi.org/10.1201/9781003761389-89openalex-snapshot
Stochastic method for ground subsidence due to near surface excavation
inferredcites →https://doi.org/10.1680/geot.1987.37.3.301openalex-snapshot
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.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.2006.56.9.597openalex-snapshot
Predicting 2D ground movements around tunnels in undrained clay

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.4656251openalex-extracted
inferred← citeshttps://doi.org/10.1002/nag.3433openalex-snapshot
A meshed kinematical approach for 3D slope stability analysis
inferred← citeshttps://doi.org/10.1002/nag.3615openalex-snapshot
Probabilistic analysis of width‐limited 3D slope in spatially variable soils: UBLA enhanced with efficiency‐improved discretization of horn‐like failure mechanism
inferred← citeshttps://doi.org/10.1002/nag.70316openalex-snapshot
Simplified Prediction Method for Ground Surface Displacement Caused by Full‐Process Excavation of Quasi‐Rectangular Shield Tunnels
inferred← citeshttps://doi.org/10.1007/978-3-030-32816-0_45openalex-snapshot
Influence of Twin Tunnel Depth in Numerical Ground Movement Prediction Using Mohr Coulomb and Hardening Soil Model
inferred← citeshttps://doi.org/10.1007/s00158-021-02846-xopenalex-snapshot
Reliability-based multi-objective optimization in tunneling alignment under uncertainty
inferred← citeshttps://doi.org/10.1007/s00603-022-02821-yopenalex-snapshot
Probabilistic Stability Analysis of a Tunnel Face in Spatially Random Hoek–Brown Rock Masses with a Multi-Tangent Method
inferred← citeshttps://doi.org/10.1007/s00603-024-04059-2openalex-snapshot
Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses
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/s10706-018-00781-1openalex-snapshot
Numerical Investigation of 3D Deformations of Existing Buildings Induced by Tunnelling
inferred← citeshttps://doi.org/10.1007/s10706-021-01845-5openalex-snapshot
Three-Dimensional Numerical Investigation of the Interaction Between Twin Tunnels
inferred← citeshttps://doi.org/10.1007/s10706-022-02136-3openalex-snapshot
Prediction of Ground Subsidence Caused by Shield Tunnel Construction Under Hidden Karst Cave
inferred← citeshttps://doi.org/10.1007/s11440-021-01295-6openalex-snapshot
A prediction method of ground volume loss variation with depth induced by tunnel excavation
inferred← citeshttps://doi.org/10.1007/s11440-022-01718-yopenalex-snapshot
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method
inferred← citeshttps://doi.org/10.1007/s11440-025-02703-xopenalex-snapshot
Stability for 3D tunnel vaults in soils considering transition from shallow to deep burial conditions subjected to compound tension-shear failure
inferred← citeshttps://doi.org/10.1007/s11709-024-1056-4openalex-snapshot
Explicit Peck formula applied to ground displacement based on an elastic analytical solution for a shallow tunnel
inferred← citeshttps://doi.org/10.1007/s11771-011-0776-5openalex-snapshot
Mechanism of grout bulb expansion and its effect on ground uplifting
inferred← citeshttps://doi.org/10.1007/s11771-012-1202-3openalex-snapshot
Design parameter optimization of beam foundation on soft soil layer with nonlinear finite element
inferred← citeshttps://doi.org/10.1007/s11771-012-1236-6openalex-snapshot
An elasto-plastic constitutive model incorporating strain softening and dilatancy for interface thin-layer element and its verification
inferred← citeshttps://doi.org/10.1007/s11771-012-1406-6openalex-snapshot
Back analysis for soil slope based on measuring inclination data
inferred← citeshttps://doi.org/10.1007/s11771-013-1481-3openalex-snapshot
Finite element analysis on thermal upheaval buckling of submarine burial pipelines with initial imperfection
inferred← citeshttps://doi.org/10.1007/s11771-013-1694-5openalex-snapshot
Effect of cyclic drying and wetting on engineering properties of heavy metal contaminated soils solidified/stabilized with fly ash
inferred← citeshttps://doi.org/10.1007/s11771-013-1702-9openalex-snapshot
Axial bearing behavior of super-long piles in deep soft clay over stiff layers
inferred← citeshttps://doi.org/10.1007/s11771-013-1707-4openalex-snapshot
Global buckling behavior of submarine unburied pipelines under thermal stress
inferred← citeshttps://doi.org/10.1007/s11771-013-1730-5openalex-snapshot
Solution of Terzaghi one-dimensional consolidation equation with general boundary conditions
inferred← citeshttps://doi.org/10.1007/s11771-013-1738-xopenalex-snapshot
Determination of minimum cover depth for shallow tunnel subjected to water pressure
inferred← citeshttps://doi.org/10.1007/s11771-013-1739-9openalex-snapshot
Limit analysis of roof collapse in tunnels under seepage forces condition with three-dimensional failure mechanism
inferred← citeshttps://doi.org/10.1007/s11771-013-1809-zopenalex-snapshot
Reliability analysis of retaining walls with multiple failure modes
inferred← citeshttps://doi.org/10.1007/s11771-013-1851-xopenalex-snapshot
Back analysis of general slope under earthquake forces using upper bound theorem
inferred← citeshttps://doi.org/10.1007/s11771-014-1955-yopenalex-snapshot
Global lateral buckling analysis of idealized subsea pipelines
inferred← citeshttps://doi.org/10.1007/s11771-014-2095-0openalex-snapshot
Stability analysis for natural slope by kinematical approach
inferred← citeshttps://doi.org/10.1007/s11771-014-2475-5openalex-snapshot
Energy analysis of stability of twin shallow tunnels based on nonlinear failure criterion
inferred← citeshttps://doi.org/10.1007/s11771-015-2521-yopenalex-snapshot
Uniqueness of rate-dependency, creep and stress relaxation behaviors for soft clays
inferred← citeshttps://doi.org/10.1007/s11771-015-2618-3openalex-snapshot
Energy analysis of stability on shallow tunnels based on non-associated flow rule and non-linear failure criterion
inferred← citeshttps://doi.org/10.1007/s11771-015-2759-4openalex-snapshot
Upper bound analytical solution for surrounding rock pressure of shallow unsymmetrical loading tunnels
inferred← citeshttps://doi.org/10.1007/s11771-015-2844-8openalex-snapshot
Energy analysis of face stability of deep rock tunnels using nonlinear Hoek-Brown failure criterion
inferred← citeshttps://doi.org/10.1007/s11771-015-2896-9openalex-snapshot
Prediction of ground surface displacement caused by grouting
inferred← citeshttps://doi.org/10.1007/s11771-015-2979-7openalex-snapshot
Upper bound analysis for deep tunnel face with joined failure mechanism of translation and rotation
inferred← citeshttps://doi.org/10.1007/s11771-016-0374-7openalex-snapshot
Reliability analysis of supporting pressure in tunnels based on three-dimensional failure mechanism
inferred← citeshttps://doi.org/10.1007/s11771-016-3293-8openalex-snapshot
Minimum safe thickness of rock plug in karst tunnel according to upper bound theorem
inferred← citeshttps://doi.org/10.1007/s11771-016-3395-3openalex-snapshot
Collapse mechanism of deep tunnels with three-centered arch cross section
inferred← citeshttps://doi.org/10.1007/s11771-020-4392-0openalex-snapshot
Catastrophe theory-based risk evaluation model for water and mud inrush and its application in karst tunnels
inferred← citeshttps://doi.org/10.1007/s11771-026-6203-8openalex-snapshot
Seismic stability analysis of tunnel face in inclined layered soils with unsaturated flow
inferred← citeshttps://doi.org/10.1007/s12046-021-01565-9openalex-snapshot
Sheltering effect of vertical twin tunnel excavation for different horizontal distances on the ground and pipelines
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/s12205-020-1418-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/s12205-021-0298-0openalex-snapshot
Comparisons of Safety Factors for Slope in Nonlinear Soils
inferred← citeshttps://doi.org/10.1007/s12205-021-1116-4openalex-snapshot
Stability of Tunnel Face Reinforced by Bolts under Seepage Flow Conditions
inferred← citeshttps://doi.org/10.1007/s12205-021-1565-9openalex-snapshot
Analytical Solution for Settlement of Homogeneous Structure where the Tunnel Passes Underneath and Its Application
inferred← citeshttps://doi.org/10.1007/s12205-022-0280-5openalex-snapshot
An Analytical Framework for Assessing the Tunnel Face in Unsaturated Soils Under Transient Infiltrations and Its Application
inferred← citeshttps://doi.org/10.1007/s12205-022-1711-zopenalex-snapshot
Seismic Factor of Safety for 3D Reinforced Soil Slope with Piles under Unsaturated Condition
inferred← citeshttps://doi.org/10.1007/s12205-022-1907-2openalex-snapshot
Stability Analysis of 3D Deep Tunnel Face under Steady Seepage Flow Condition
inferred← citeshttps://doi.org/10.1007/s12205-022-1967-3openalex-snapshot
Seismic Stability of 3D Tunnel Face considering Tensile Strength Cut-Off
inferred← citeshttps://doi.org/10.1007/s12205-022-2311-7openalex-snapshot
Three-Dimensional Face Stability of Earth Pressure Balance Shield Tunnels Considering Non-Uniform Support and Semi-Open Driving Mode under Seepage Conditions
inferred← citeshttps://doi.org/10.1007/s12205-023-1511-0openalex-snapshot
Stability Analysis of 3D Tunnel Face of Shallow Rectangular Shield Tunnel
inferred← citeshttps://doi.org/10.1007/s12205-024-2479-0openalex-snapshot
Seismic Bearing Capacity of Strip Footings with Modified Pseudo-dynamic Method
inferred← citeshttps://doi.org/10.1007/s12517-025-12297-zopenalex-snapshot
Evaluation on ground movements induced by shield tunneling considering shallow and deep buried depth in clays
inferred← citeshttps://doi.org/10.1007/s12665-021-09820-2openalex-snapshot
Impact of the shield machine’s performance parameters on the tunnel lining behaviour and settlements
inferred← citeshttps://doi.org/10.1007/s12665-024-11860-3openalex-snapshot
Analysis of influencing factors in ground subsidence triggered by double-line tunnel excavation under different compressive states
inferred← citeshttps://doi.org/10.1007/s12665-024-11922-6openalex-snapshot
A new model for predicting surface subsidence of twin salt cavern gas storages with different shapes
inferred← citeshttps://doi.org/10.1007/s40864-023-00195-0openalex-snapshot
A Three-Stage Prediction Method for Track Displacement During Shield Tunneling
inferred← citeshttps://doi.org/10.1007/s40996-021-00763-zopenalex-snapshot
Support Pressure for Undrained Stability of Horseshoe-Shaped Twin Tunnels with Semi-Elliptical Roof in Clay
inferred← citeshttps://doi.org/10.1007/s42452-020-2742-zopenalex-snapshot
Numerical and artificial neural network analyses of ground surface settlement of tunnel in saturated soil
inferred← citeshttps://doi.org/10.1016/j.aej.2024.05.016openalex-snapshot
Three-dimensional stability of triple-step slopes considering diverse hydraulic hysteresis paths
inferred← citeshttps://doi.org/10.1016/j.aej.2024.12.111openalex-snapshot
Stability of 3D tunnel face under steady unsaturated seepage coupled multi-layer soil suction head distributions
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.asoc.2023.110376openalex-snapshot
Probabilistic safety risk assessment in large-diameter tunnel construction using an interactive and explainable tree-based pipeline optimization method
inferred← citeshttps://doi.org/10.1016/j.autcon.2022.104488openalex-snapshot
Safety prediction of shield tunnel construction using deep belief network and whale optimization algorithm
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105663openalex-snapshot
Displacements and stresses around a circular tunnel in an elastic medium with pseudo-static horizontal earthquake body forces
inferred← citeshttps://doi.org/10.1016/j.energy.2024.131265openalex-snapshot
Prediction model for three-dimensional surface subsidence of salt cavern storage with different shapes
inferred← citeshttps://doi.org/10.1016/j.enganabound.2023.11.028openalex-snapshot
Elastic analytical method with machine learning for predicting the stratum displacement field induced by shallow tunneling
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.11.053openalex-snapshot
3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces
inferred← citeshttps://doi.org/10.1016/j.gr.2022.07.002openalex-snapshot
Support vector regression with heuristic optimization algorithms for predicting the ground surface displacement induced by EPB shield tunneling
inferred← citeshttps://doi.org/10.1016/j.ijrmms.2023.105556openalex-snapshot
Complementation of analytical solutions for the quantitative roof stability analysis of rock cavities and tunnels
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.2023.08.001openalex-snapshot
Prediction of subsurface settlement induced by shield tunnelling in sandy cobble stratum
inferred← citeshttps://doi.org/10.1016/j.ress.2021.107945openalex-snapshot
Multi-objective optimization for limiting tunnel-induced damages considering uncertainties
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.2026.101816openalex-snapshot
Probabilistic analysis of tunneling-induced ground movements in undrained clay: empirical methods revisited
inferred← citeshttps://doi.org/10.1016/j.tust.2013.03.002openalex-snapshot
Assessment of optimum settlement of structure adjacent urban tunnel by using neural network methods
inferred← citeshttps://doi.org/10.1016/j.tust.2014.02.001openalex-snapshot
Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2014.02.006openalex-snapshot
Non-linear description of ground settlement over twin tunnels in soil
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.2019.103050openalex-snapshot
Improved analytical prediction of ground frost heave during tunnel construction using artificial ground freezing technique
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.2020.103614openalex-snapshot
Twin tunnelling induced ground settlements: A review
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103729openalex-snapshot
Ground surface settlement response to subway station construction activities using pile–beam–arch method
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103785openalex-snapshot
Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104663openalex-snapshot
Uncertainty quantification of tunnel seismic deformations in random soils
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104970openalex-snapshot
Three-dimensional numerical investigation of ground settlement caused by piggyback twin tunnels
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.2024.105645openalex-snapshot
Laboratory testing of settlement propagation induced by pipe-roof pre-support deformation in sandy soils
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106138openalex-snapshot
Intelligent prediction and visual optimization of surface settlement induced by earth pressure balance shield tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106177openalex-snapshot
A prediction model for surface settlement during the construction of variable cross-section tunnels under existing structures based on stochastic medium theory
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106930openalex-snapshot
Dual-engine prediction of stratum deformation induced by shield tunnelling based on neural network and analytical theory
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106946openalex-snapshot
Study of the surface settlement due to construction of a large cross-section subway station using the optimized pile-beam-arch (PBA) method
inferred← citeshttps://doi.org/10.1016/j.undsp.2019.04.002openalex-snapshot
Three-dimensional numerical analysis of the interaction of two crossing tunnels in soft clay
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.2023.01.003openalex-snapshot
Predictions of ground surface settlement for shield tunnels in sandy cobble stratum based on stochastic medium theory and empirical formulas
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.02.008openalex-snapshot
Numerical investigation of tunneling induced surface movement: A case study of MRT line 1, Dhaka
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.07.005openalex-snapshot
Coupling analysis method of grouting construction with deformation response of adjacent existing tunnel
inferred← citeshttps://doi.org/10.1038/s41598-024-82837-2openalex-snapshot
Machine learning-based forecasting of ground surface settlement induced by metro shield tunneling construction
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001008openalex-snapshot
Influence of Double-O-Tube Shield Rolling on Soil Deformation during Tunneling
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001156openalex-snapshot
Analytical Prediction for Tunneling-Induced Ground Movements with Modified Deformation Pattern
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001196openalex-snapshot
Required Lining Pressure for the Stability of Twin Circular Tunnels in Soils
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001197openalex-snapshot
Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001700openalex-snapshot
Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002647openalex-snapshot
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001441openalex-snapshot
Ground Response to Multiple Parallel Microtunneling Operations in Cemented Silty Clay and Sand
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-7667openalex-snapshot
Pseudodynamic Estimation of 3D Active Earth Pressures with a Nonlinear Strength Criterion
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8489openalex-snapshot
Prediction of Ground Settlement of a Shield Tunnel Based on the Maxwell–Betti Power Interchange Theorem
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8767openalex-snapshot
A Simplified 3D Theoretical Model for Calculating the Surface Settlement Induced by Tunnel Undercrossing Excavation
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-12590openalex-snapshot
Prediction and Analysis of Subsurface Settlement in a Double-Line Shield Tunnel
inferred← citeshttps://doi.org/10.1080/15376494.2021.1959969openalex-snapshot
Theoretical prediction models for ground settlement during box jacking
inferred← citeshttps://doi.org/10.1080/15481603.2016.1257297openalex-snapshot
Spatiotemporal evolution of land subsidence around a subway using InSAR time-series and the entropy method
inferred← citeshttps://doi.org/10.1080/17486025.2019.1641632openalex-snapshot
Determination of internal pressure for the stability of dual elliptical tunnels in soft clay
inferred← citeshttps://doi.org/10.1080/19386362.2023.2227509openalex-snapshot
An innovative and simple approach for predicting tunnelling-induced ground movements semi-analytically
inferred← citeshttps://doi.org/10.1109/igarss53475.2024.10641404openalex-snapshot
Graph-Based Anomaly Detection and Localization in InSAR Data
inferred← citeshttps://doi.org/10.1117/12.2619647openalex-snapshot
Estimation of the ground surface settlement induced by the tunnel excavation in Changchun, China
inferred← citeshttps://doi.org/10.1155/2014/702561openalex-snapshot
Ground Movement Analysis Based on Stochastic Medium Theory
inferred← citeshttps://doi.org/10.1155/2016/4820716openalex-snapshot
Functional Catastrophe Analysis of Collapse Mechanism for Shallow Tunnels with Considering Settlement
inferred← citeshttps://doi.org/10.1155/2016/4964191openalex-snapshot
Three-Dimensional Ground Settlement Induced by Metro Tunnel Excavation Considering the Influence of Group Piles
inferred← citeshttps://doi.org/10.1155/2019/2045125openalex-snapshot
Predictive Analysis of Settlement Risk in Tunnel Construction: A Bow‐Tie‐Bayesian Network Approach
inferred← citeshttps://doi.org/10.1155/2019/7328190openalex-snapshot
A New Modified Peck Formula for Predicting the Surface Settlement Based on Stochastic Medium Theory
inferred← citeshttps://doi.org/10.1155/2020/5804823openalex-snapshot
A Theoretical Calculation Method of Influence Radius of Settlement Based on the Slices Method in Tunnel Construction
inferred← citeshttps://doi.org/10.1155/2021/5573372openalex-snapshot
Surface Settlement Analysis Induced by Shield Tunneling Construction in the Loess Region
inferred← citeshttps://doi.org/10.1155/2021/6668483openalex-snapshot
Analytical Solution of Three‐Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory
inferred← citeshttps://doi.org/10.1155/2021/8815304openalex-snapshot
The Ground Settlement and the Existing Pipeline Response Induced by the Nonsynchronous Construction of a Twin‐Tunnel
inferred← citeshttps://doi.org/10.1155/2021/8858874openalex-snapshot
Study on the Generalized Displacement Boundary and Its Analytical Prediction for Ground Movements Induced by Shield Tunneling
inferred← citeshttps://doi.org/10.1155/2022/6289303openalex-snapshot
A Simplified Method for Predicting Tunneling-Induced Ground Movement considering Nonuniform Deformation Boundary
inferred← citeshttps://doi.org/10.1155/2023/5022418openalex-snapshot
The Influence of Pile-Beam-Arch Construction on the Stratum and Station Support Structure
inferred← citeshttps://doi.org/10.11606/d.3.2020.tde-21012021-111146openalex-snapshot
Modelos hierárquicos para análise estrutural do revestimento de túneis: avaliação, comparação, compatibilização e calibração.
inferred← citeshttps://doi.org/10.1186/s40703-025-00257-1openalex-snapshot
Investigation into the effect of the grout properties injected behind the segment on surface settlement in mechanized tunneling
inferred← citeshttps://doi.org/10.12989/gae.2016.11.1.117openalex-snapshot
Deformation analyses during subway shield excavation considering stiffness influences of underground structures
inferred← citeshttps://doi.org/10.1371/journal.pone.0310111openalex-snapshot
Surface settlement induced by frictional force of epb shield tunneling in sandy gravels
inferred← citeshttps://doi.org/10.15802/stp2022/267934openalex-snapshot
Comparative Analysis of the Results of Mine Surveying and Numerical Studies of the Running Tunnel of the Kyiv Metro
inferred← citeshttps://doi.org/10.1631/jzus.a1400117openalex-snapshot
Three-dimensional numerical simulation of mechanized twin stacked tunnels in soft ground
inferred← citeshttps://doi.org/10.17073/2500-0632-2017-4-31-37openalex-snapshot
THE CALCULATION OF MULTILAYER LINING OF TUNNELS, CONSTRUCTED IN A TECHNOLOGICALLY DIVERSE OF MASSIF SOIL
inferred← citeshttps://doi.org/10.2991/gcmce-17.2017.30openalex-snapshot
Numerical simulation to determine the critical safe thickness of water-resisting rock wall based on FLAC3D
inferred← citeshttps://doi.org/10.3389/feart.2022.1022719openalex-snapshot
Displacement response characteristics of different sand tunnel excavation faces under true triaxial loading
inferred← citeshttps://doi.org/10.3389/feart.2022.1031332openalex-snapshot
A unified method of predicting soil deformations induced by various shaped-section tunnelling in clays
inferred← citeshttps://doi.org/10.3390/app12073298openalex-snapshot
Analytical Solution on Ground Deformation Caused by Parallel Construction of Rectangular Pipe Jacking
inferred← citeshttps://doi.org/10.3390/app12073672openalex-snapshot
Ground Settlement Due to Tunneling in Cohesionless Soil
inferred← citeshttps://doi.org/10.3390/app12115721openalex-snapshot
Dynamic Response of a Heavy-Haul Railway Tunnel’s Bottom Structures in Hard Rock
inferred← citeshttps://doi.org/10.3390/app12136482openalex-snapshot
Seismic Stability for 3D Two-Step Slope Governed by Non-Linearity in Soils Using Modified Pseudo-Dynamic Approach
inferred← citeshttps://doi.org/10.3390/app13053215openalex-snapshot
Prediction of Seismic Bearing Capacity Considering Nonlinearity and Dilatancy by Sequential Quadratic Programming
inferred← citeshttps://doi.org/10.3390/app14052080openalex-snapshot
Stability Analysis of Three-Dimensional Tunnel Face Considering Linear and Nonlinear Strength in Unsaturated Soil
inferred← citeshttps://doi.org/10.3390/app14104160openalex-snapshot
Analytical Solution for Seismic Stability of 3D Rock Slope Reinforced with Prestressed Anchor Cables
inferred← citeshttps://doi.org/10.3390/app14209377openalex-snapshot
Face Stability Analysis for Tunnels under Steady Unsaturated Seepage and Inhomogeneity Conditions
inferred← citeshttps://doi.org/10.3390/app15010298openalex-snapshot
Temperature Effect on Stability of Tunnel Face Under Unsaturated Seepage Condition
inferred← citeshttps://doi.org/10.3390/app15020978openalex-snapshot
Stability Analysis and Instability Time Prediction of Tunnel Roofs in a Karst Region Based on Catastrophe Theory
inferred← citeshttps://doi.org/10.3390/app15052453openalex-snapshot
Stability of 3D Tunnel Faces in Inclined Layered Soils Under Steady-State Unsaturated Seepage Based on Grey Relational Analysis
inferred← citeshttps://doi.org/10.3390/app15126628openalex-snapshot
Research on the Dynamic Characteristics of a Typical Medium–Low-Speed Maglev Train–Bridge System Influenced by the Transverse Stiffness of Pier Tops
inferred← citeshttps://doi.org/10.3390/app16147360openalex-snapshot
3D Active Earth Pressure of Two-Layer Unsaturated Backfills Under Time-Varying Rainfall Based on Coupled Transient Seepage Framework
inferred← citeshttps://doi.org/10.3390/buildings12101719openalex-snapshot
Numerical Study on Static and Dynamic Load Response of Temporary Support System for Group Tunnels Excavation
inferred← citeshttps://doi.org/10.3390/buildings14051349openalex-snapshot
A Calculation Method for Reliability Index of a Deep–Bedded Karst Tunnel Construction with Cavity Located Ahead of Tunnel Working Face
inferred← citeshttps://doi.org/10.3390/buildings16071296openalex-snapshot
Dynamic Response of Integrated Maglev Station–Bridge Structures Under Varying Support Constraints
inferred← citeshttps://doi.org/10.3390/ma18040740openalex-snapshot
Innovative Insights into Fatigue Damage Evolution of Shield Tunnel Segments by Introducing Stable Damage Limit and Memory Effect
inferred← citeshttps://doi.org/10.3390/math11040937openalex-snapshot
Reliability Prediction of Tunnel Roof with a Nonlinear Failure Criterion
inferred← citeshttps://doi.org/10.3390/math11122692openalex-snapshot
Seismic Bearing Capacity Solution for Strip Footings in Unsaturated Soils with Modified Pseudo-Dynamic Approach
inferred← citeshttps://doi.org/10.3390/math11163480openalex-snapshot
An Analytical Framework for Assessing the Unsaturated Bearing Capacity of Strip Footings under Transient Infiltration
inferred← citeshttps://doi.org/10.3390/math11173746openalex-snapshot
Analytical Solution for Bearing Capacity of Reinforced Strip Footings on Unsaturated Soils under Steady Flow
inferred← citeshttps://doi.org/10.3390/math13081311openalex-snapshot
Failure Mode of Tunnel Face Under Transient Unsaturated Seepage with Temperature Influence
inferred← citeshttps://doi.org/10.3390/math13152541openalex-snapshot
Safety Analysis of Subway Station Under Seepage Force Using a Continuous Velocity Field
inferred← citeshttps://doi.org/10.3390/math13223671openalex-snapshot
Failure Mode of Rectangular Shallow Tunnel in Unsaturated Fine-Grained Soil Under Temperature Influence
inferred← citeshttps://doi.org/10.3390/math14040645openalex-snapshot
Temperature and Seepage Effects on 3D Active Earth Pressure of Unsaturated Retaining Walls
inferred← citeshttps://doi.org/10.3390/math14060995openalex-snapshot
Active Earth Pressure in Unsaturated Retaining Walls Influenced by Vegetation Root
inferred← citeshttps://doi.org/10.3390/sym13061048openalex-snapshot
A Method for Calculating Soil Deformation Induced by Shielded Tunneling in Ground Stratum with Cavities
inferred← citeshttps://doi.org/10.3390/sym14091892openalex-snapshot
Numerical Study on Stratigraphic and Structural Deformation Patterns Considering Surface Load with Pile-Beam-Arch Method Construction
inferred← citeshttps://doi.org/10.3390/sym17122104openalex-snapshot
Theoretical Study on Soil Deformation Induced by Shield Tunneling Through Soil–Rock Composite Strata
inferred← citeshttps://doi.org/10.70675/d40ca2e4z09d7z4e85zbe19z36cc646f7b4bopenalex-snapshot
Numerical analyses of segmental tunnel lining under static and dynamic loads
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.