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Ground Response to the Construction of Shanghai Metro Tunnel-Line 2
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Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1016/b978-0-444-41784-8.50011-3openalex-snapshot
Design and Performance of Excavations and Tunnels in Soft Clay
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1983)109:2(131)openalex-snapshot
Measured Soil Response to EPB Shield Tunneling
inferredcites →https://doi.org/10.1139/t80-021openalex-snapshot
Deformations and pore pressures in the vicinity of a precast, segmented, concrete-lined tunnel in clay
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/t92-089openalex-snapshot
Pore pressures around tunnels in clay
inferredcites →https://doi.org/10.1139/t92-104openalex-snapshot
Subsidence owing to tunnelling. I. Estimating the gap parameter
inferredcites →https://doi.org/10.1139/t93-041openalex-snapshot
Observed and calculated pore pressures and deformations induced by an earth balance shield
inferredcites →https://doi.org/10.21949/1527488openalex-snapshot
Advanced Soil and Soft Rock Tunneling Technology in Japan
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.4656258openalex-extracted
The Effect of Clay Structure on the Ground Deformation Induced by Shield Tunneling
inferred← citeshttps://doi.org/10.1002/nag.134openalex-snapshot
An analytical solution for a jointed shield‐driven tunnel lining
inferred← citeshttps://doi.org/10.1002/nag.3457openalex-snapshot
Approximate analytical solution of tunneling‐induced responses of a soil–foundation system using contact mechanics
inferred← citeshttps://doi.org/10.1002/nag.70312openalex-snapshot
Nonlinear Subgrade Modulus for Longitudinal Deformation of Tunnel Considering Mobilized Strength of Undrained Clay
inferred← citeshttps://doi.org/10.1007/978-3-540-72588-6_177openalex-snapshot
Numerical Study on the Effect of Grouting on Long-Term Settlement of Tunnels in Clay
inferred← citeshttps://doi.org/10.1007/978-3-662-46507-3_3openalex-snapshot
Field Investigation of a Multi-propped Excavation in Soft Clay
inferred← citeshttps://doi.org/10.1007/978-981-97-6988-9_19openalex-snapshot
Evaluation of the Impacts of Phased Excavation of Shield Tunnel on Adjacent Piled Raft Foundation of a Building
inferred← citeshttps://doi.org/10.1007/978-981-99-6870-1_6openalex-snapshot
Long-Term Settlement of Subway Shield Tunnel
inferred← citeshttps://doi.org/10.1007/s10064-022-02713-zopenalex-snapshot
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition
inferred← citeshttps://doi.org/10.1007/s10064-025-04385-xopenalex-snapshot
Field and numerical studies of subsidence induced by double-line shield tunneling in gas-bearing strata of Hangzhou metro
inferred← citeshttps://doi.org/10.1007/s10706-026-03618-4openalex-snapshot
Empirical Modelling of Tunnelling Induced Ground Deformations Based on Comprehensive Case Assessment
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/s11440-023-02144-4openalex-snapshot
Ground movement and settlement prediction induced by double-track curvature shield tunneling
inferred← citeshttps://doi.org/10.1007/s11771-012-1278-9openalex-snapshot
Low secondary compressibility and shear strength of Shanghai Clay
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/s12205-017-0989-8openalex-snapshot
Surface settlement prediction for EPB shield tunneling in sandy ground
inferred← citeshttps://doi.org/10.1007/s12517-022-10142-1openalex-snapshot
Modified Peck method of evaluating tunnelling-induced ground movements based on measured data
inferred← citeshttps://doi.org/10.1007/s40515-025-00718-1openalex-snapshot
Dynamic Surface Deformation Prediction in Urban Shield Tunneling Based on Hybrid Machine Learning Method
inferred← citeshttps://doi.org/10.1007/s40515-025-00739-wopenalex-snapshot
Influence of Excavation on Adjacent Tunnels in Structured Clays with Varying Degrees of Degradation
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1016/j.compgeo.2010.10.011openalex-snapshot
A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils
inferred← citeshttps://doi.org/10.1016/j.compgeo.2016.08.017openalex-snapshot
Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect
inferred← citeshttps://doi.org/10.1016/j.compgeo.2018.07.018openalex-snapshot
Predicting deformation of multipropped excavations in soft clay with a modified mobilizable strength design (MMSD) method
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107439openalex-snapshot
Micro-mechanism of shield-soil interaction during shield tunneling based on DEM-MBD coupling simulation
inferred← citeshttps://doi.org/10.1016/j.compgeo.2026.108384openalex-snapshot
TBM-induced pile response in urban tunnelling: Simplified 3D finite element modelling validated against the TULIP full-scale experiment
inferred← citeshttps://doi.org/10.1016/j.cscm.2024.e03836openalex-snapshot
Deformation of existing underpasses due to pile cutting and shield tunneling: Observations from field monitoring and explanations by analytical model
inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.04.016openalex-snapshot
Impact of stratum modulus on the settlement trough in composite strata
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.109478openalex-snapshot
Real-time surface settlement prediction in shield tunneling using a time-series framework and interpretable machine learning
inferred← citeshttps://doi.org/10.1016/j.sandf.2017.08.031openalex-snapshot
Dynamic response and long-term settlement of a metro tunnel in saturated clay due to moving train load
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.2020.100336openalex-snapshot
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.100971openalex-snapshot
Shield tunneling-induced disturbance in soft soil
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101436openalex-snapshot
An optimized method for analysis of existing tunnels undercrossed by new tunnels in rich-water strata
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102244openalex-snapshot
Long-term mechanical response of shield tunnel linings in consolidating soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2004.02.009openalex-snapshot
Numerical prediction of long-term settlements over tunnels in clay
inferred← citeshttps://doi.org/10.1016/j.tust.2013.10.013openalex-snapshot
Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai
inferred← citeshttps://doi.org/10.1016/j.tust.2014.09.012openalex-snapshot
Three-dimensional deformation behaviour of a multi-propped excavation at a “greenfield” site at Shanghai soft clay
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.2015.08.001openalex-snapshot
Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings
inferred← citeshttps://doi.org/10.1016/j.tust.2016.05.002openalex-snapshot
Effects of above-crossing tunnelling on the existing shield tunnels
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1016/j.tust.2017.11.022openalex-snapshot
TBM soft ground interaction: Experimental study on a 1 g reduced-scale EPBS model
inferred← citeshttps://doi.org/10.1016/j.tust.2018.04.033openalex-snapshot
Numerical investigation of the mechanical behavior of deformed segmental tunnel linings, strengthened by epoxy-bonded filament wound profiles
inferred← citeshttps://doi.org/10.1016/j.tust.2018.08.025openalex-snapshot
The influence of interfacial joints on the structural behavior of segmental tunnel rings subjected to ground pressure
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103278openalex-snapshot
Movements of ground and existing structures induced by slurry pressure-balance tunnel boring machine (SPB TBM) tunnelling in clay
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103576openalex-snapshot
The role of temporary spear bolts in gasketed longitudinal joints of concrete segmental linings
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104690openalex-snapshot
Resilient analysis on tunnel structural serviceability based on lifetime dynamic prediction model
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/10.1016/j.tust.2023.105227openalex-snapshot
Ground deformation induced by shield tunneling posture in soft soil
inferred← citeshttps://doi.org/10.1016/j.tust.2024.105689openalex-snapshot
The effect of clay structure formed during deposition on the ground deformation induced by shield tunneling
inferred← citeshttps://doi.org/10.1016/j.tust.2024.105772openalex-snapshot
Study on long-term surface settlement induced by shield tunneling in under-consolidated soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106380openalex-snapshot
Evaluation of ground movements due to pipe-jacking process of large rectangular structures in soft clays
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106386openalex-snapshot
Experimental investigation on shield-soil interaction during shield posture adjustment in soft ground
inferred← citeshttps://doi.org/10.1016/j.undsp.2017.08.001openalex-snapshot
Long-term tunnel behaviour and ground movements after tunnelling in clayey soils
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/s41598-025-91854-8openalex-snapshot
Analysis of lateral soil displacements induced by synchronous grouting in large-diameter shield tunnelling: a case study
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2007)133:6(684)openalex-snapshot
Simulation of Shield Tunneling Behavior along a Curved Alignment in a Multilayered Ground
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0001082openalex-snapshot
Identification of Tunnel Settlement Caused by Land Subsidence in Soft Deposit of Shanghai
inferred← citeshttps://doi.org/10.1061/9780784479278.028openalex-snapshot
Factors Influencing the Longitudinal Deformation of a Metro Tunnel in Soft Deposit: An Overview
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-12434openalex-snapshot
Monitoring and Data Analyses of Pressure Changes and Ground Settlements Induced by Slurry TBM Tunneling in a Semiconfined Aquifer: Case Study in the Netherlands
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/10.1080/1064119x.2016.1173748openalex-snapshot
Numerical simulation of longitudinal settlement of shield tunnel in the coastal city Shanghai
inferred← citeshttps://doi.org/10.1080/17499518.2025.2561064openalex-snapshot
An analysis framework integrating stochastic stratigraphic modelling and probabilistic analysis in tunnel engineering
inferred← citeshttps://doi.org/10.1080/19648189.2021.2017357openalex-snapshot
Effects of long-term leakage of shield lining on tunnelling-induced ground consolidation movements
inferred← citeshttps://doi.org/10.1088/1755-1315/1514/1/012004openalex-snapshot
The effect of excess pore water pressure on under consolidating soil in Jakarta tunnel construction
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/10.1093/iti/liaf025openalex-snapshot
Forecasting long-term behavior of chronological tunnel longitudinal settlements using machine learning techniques
inferred← citeshttps://doi.org/10.1109/tits.2022.3149819openalex-snapshot
Analysis and Intelligent Prediction for Displacement of Stratum and Tunnel Lining by Shield Tunnel Excavation in Complex Geological Conditions: A Case Study
inferred← citeshttps://doi.org/10.1139/cgj-2012-0298openalex-snapshot
Investigation of the long-term tunnel settlement mechanisms of the first metro line in Shanghai
inferred← citeshttps://doi.org/10.1139/cgj-2013-0082openalex-snapshot
Observed ground and pile group responses due to tunneling in Bangkok stiff clay
inferred← citeshttps://doi.org/10.1139/cgj-2021-0603openalex-snapshot
Shield kinematics and its influence on ground settlement in ultra-soft soil: a case study in Suzhou
inferred← citeshttps://doi.org/10.1139/cgj-2025-0419openalex-snapshot
Mutation-aware hybrid model for prediction of long-term ground settlement with uncertainty incorporated
inferred← citeshttps://doi.org/10.1139/cgj-38-3-461openalex-snapshot
The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure
inferred← citeshttps://doi.org/10.1139/facets-2022-0197openalex-snapshot
Prediction method of soil horizontal displacement caused by non-uniform distribution of disturbance force in shield construction
inferred← citeshttps://doi.org/10.1155/2020/2080678openalex-snapshot
Shield Tunneling under Railway Station Throats in Soft Soil Areas: A Case Study
inferred← citeshttps://doi.org/10.1155/2021/5524557openalex-snapshot
Simplified Analytical Method for Predicting the Lateral Ground Displacements due to Shield Tunnelling
inferred← citeshttps://doi.org/10.1155/2021/8347227openalex-snapshot
Measurement and Analysis of Settlement Induced by Rectangular Pipe Jacking in Silt Stratum
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/adce/7569758openalex-snapshot
Centrifuge Modeling of Soil Loss Effects on Adjacent Pile Foundations Induced by Tunnel Excavation
inferred← citeshttps://doi.org/10.1186/s40703-023-00198-7openalex-snapshot
Prediction of earth pressure balance for EPB-TBM using machine learning algorithms
inferred← citeshttps://doi.org/10.1680/geng.13.00159openalex-snapshot
Evaluation of train-load-induced settlement in metro tunnels
inferred← citeshttps://doi.org/10.1680/geot.10.p.072openalex-snapshot
Ground deformations and soil–structure interaction of a multi-propped excavation in Shanghai soft clays
inferred← citeshttps://doi.org/10.1680/jgeot.17.p.309openalex-snapshot
Pore water pressure and total horizontal stress response to EPBM tunnelling in London Clay
inferred← citeshttps://doi.org/10.2139/ssrn.6998914openalex-snapshot
Response-Specific Alignment Effects in Ultra-Large Rectangular Pipe Jacking: Synchronized Multi-Sensor Field Evidence
inferred← citeshttps://doi.org/10.3208/sandf.50.915openalex-snapshot
Model Test and Numerical Analysis Methods in Tunnel Excavation Problem
inferred← citeshttps://doi.org/10.3390/app122010553openalex-snapshot
Research on Strata Deformation Induced by EPB Tunneling in Round Gravel Stratum and Its Control Technology
inferred← citeshttps://doi.org/10.3390/app8071051openalex-snapshot
Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors
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/pr11051575openalex-snapshot
Prediction and Application of Surface Settlement of Shallow Buried Tunnels Taking into Account Strata Slip Cracks
inferred← citeshttps://doi.org/10.3390/su13052733openalex-snapshot
A Theoretical Calculation Method of Ground Settlement Based on a Groundwater Seepage and Drainage Model in Tunnel Engineering
inferred← citeshttps://doi.org/10.3390/su16188275openalex-snapshot
Ground Surface Effect of Earth Pressure Balance Tunnelling in Deltaic Deposits: A Case Study of Line 9 of the Barcelona Metro
inferred← citeshttps://doi.org/10.3390/su17093966openalex-snapshot
Analysis of Local Settlements Due to Operational EPB Tunneling Driving Parameters: A Case Study of the Barcelona Metro Line 9 Tunnel
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.170-173.1554openalex-snapshot
Short-Distance Undercrossing of Shield Tunneling on Existent Tunnel in Soft Soil Area
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.368-370.1674openalex-snapshot
In Situ Study on Soil Disturbance Induced by Shield Tunneling in Tianjin
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.671-674.1093openalex-snapshot
Effect of Shield Tunneling on Existent Piles in Soft Soil Area
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