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Subsidence owing to tunnelling. I. Estimating the gap parameter
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Field monitoring and analysis of soil deformation of curved steel pipe jacking in Gongbei tunnel
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105166openalex-snapshot
Improved equations of ground pressure for shallow large-diameter shield tunnel considering multiple impact factors
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105253openalex-snapshot
Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials
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.2024.105978openalex-snapshot
Shallow-buried subway station construction period: Comparison of intelligent early warning and optimization strategies for surface deformation risk
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106001openalex-snapshot
A strain applied method for FEM-2D modelling of TBM tunnels in coarse-grained soils with comparative analysis of case histories
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106166openalex-snapshot
Theoretical investigation of the resistance effect of embedded isolation piles on tunneling-induced lateral ground movements
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.tust.2025.106989openalex-snapshot
Responses of ground and adjacent shallow foundation buildings to twin large-diameter shield tunnelling in soft clay: Case study
inferred← citeshttps://doi.org/10.1016/j.tust.2025.107263openalex-snapshot
An analytical method for predicting surface settlement induced by segmental joint leakage in sandy soil tunnels considering the soil arching effect
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107988openalex-snapshot
Physics-informed prediction of tunnel excavation-induced ground response in layered soils considering geostatic equilibrium
inferred← citeshttps://doi.org/10.1016/j.tust.2026.108059openalex-snapshot
An improved dual-engine predictive approach for strata deformation induced by tunnel excavation considering the complexity of convergence patterns
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.undsp.2018.09.006openalex-snapshot
The role of dilatancy in shallow overburden tunneling
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.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.2023.05.010openalex-snapshot
Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.09.004openalex-snapshot
Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.10.003openalex-snapshot
Thickness regression for backfill grouting of shield tunnels based on GPR data and CatBoost & BO-TPE: A full-scale model test study
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/10.1016/s0266-352x(98)00007-xopenalex-snapshot
Soil-structure interaction in shield tunnelling in soft soil
inferred← citeshttps://doi.org/10.1016/s0886-7798(01)00048-7openalex-snapshot
Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model
inferred← citeshttps://doi.org/10.1016/s0886-7798(01)00068-2openalex-snapshot
Predictions of ground deformations in shallow tunnels in clay
inferred← citeshttps://doi.org/10.1016/s0886-7798(03)00083-xopenalex-snapshot
Soil disturbance of Shanghai silty clay during EPB tunnelling
inferred← citeshttps://doi.org/10.1038/s41598-023-37067-3openalex-snapshot
Modified stochastic medium prediction model for the deformation response of concealed underground stations under existing pipelines
inferred← citeshttps://doi.org/10.1038/s41598-025-11926-7openalex-snapshot
Optimization of synchronous grout properties and construction parameters for shield tunnels in soft soil
inferred← citeshttps://doi.org/10.1038/s41598-025-19870-2openalex-snapshot
Settlement prediction of undercrossing semicircular tunnel-pile set up in soft clay soil
inferred← citeshttps://doi.org/10.1038/s41598-025-31540-xopenalex-snapshot
Rheological performance and strength on two component backfilling grout in shield TBM
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/10.1051/e3sconf/20183803024openalex-snapshot
Prediction of Surface Subsidence Caused by Rectangular Pipe Jacking Construction
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(1998)124:9(846)openalex-snapshot
Analytical Prediction for Tunneling-Induced Ground Movements in Clays
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)1532-3641(2004)4:4(310)openalex-snapshot
Elastic Solution for Tunneling-Induced Ground Movements in Clays
inferred← citeshttps://doi.org/10.1061/(asce)1532-3641(2009)9:2(63)openalex-snapshot
Complex Variable Solutions for Tunneling-Induced Ground Movement
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000374openalex-snapshot
Assessment and Optimization of Soil Mixing and Umbrella Vault Applied to a Cross-Passage Excavation in Soft Soils
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000580openalex-snapshot
Analytical Prediction of Ground Movements due to a Nonuniform Deforming Tunnel
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.1943-5622.0001197openalex-snapshot
Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001526openalex-snapshot
Probabilistic Analysis of Ground Movements Caused by Tunneling in a Spatially Variable Soil
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001726openalex-snapshot
Effects of Tunneling-Induced Ground Movements on Stability of Piled Raft Foundation: Three-Dimensional Finite-Element Approach
inferred← citeshttps://doi.org/10.1061/40914(233)13openalex-snapshot
Assessing Risks of Construction-Induced Building Damage for Large Underground Projects
inferred← citeshttps://doi.org/10.1061/47632(411)19openalex-snapshot
Displacement Controlled Analysis on Tunnel-Soil-Pipe Interaction Based on Layered Half Space Soil Model
inferred← citeshttps://doi.org/10.1061/9780784413272.048openalex-snapshot
Optimization of Site Exploration Effort to Improve the Accuracy of Tunneling-Induced Ground Settlement Prediction in Soft Clays
inferred← citeshttps://doi.org/10.1061/9780784413449.017openalex-snapshot
Tunneling-Induced Ground Movements in Clays Considering Oval-Shaped Convergence Deformation Pattern
inferred← citeshttps://doi.org/10.1061/9780784413821.084openalex-snapshot
EPBS Tunnel Construction in Soft Soil and Fractured Formation: A Case Study of LanZhou Subway Line 1
inferred← citeshttps://doi.org/10.1061/9780784480038.015openalex-snapshot
Earth Pressure in a Head Chamber and Grouting Issues for EPB Tunneling in Soft Ground: A Case Study in Tianjin Area
inferred← citeshttps://doi.org/10.1061/9780784480038.019openalex-snapshot
Plasticity Solutions of an Undrained Cavity Contraction for the Prediction of Soil Behaviour around Tunnels
inferred← citeshttps://doi.org/10.1061/9780784481240.057openalex-snapshot
Three-Dimensional Calculation on Vertical Soil Displacement of Shield Tunnel Induced by Ground Loss Considering Consolidation
inferred← citeshttps://doi.org/10.1061/9780784483411.015openalex-snapshot
Numerical Analysis on Large-Section Pipe Jacking within Close Distance in Soft Soil
inferred← citeshttps://doi.org/10.1061/ajrua6.0000981openalex-snapshot
Failure Probability of Transverse Surface Settlement Induced by EPB Shield Tunneling in Clayey Soils
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