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Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/nag.395openalex-snapshot
A 3D finite element simulation model for TBM tunnelling in soft ground
inferredcites →https://doi.org/10.1002/nag.620openalex-snapshot
Consolidation of sensitive clay with vertical drain
inferredcites →https://doi.org/10.1016/0148-9062(80)90416-7openalex-snapshot
Settlements of immersed tunnels
inferredcites →https://doi.org/10.1016/j.compgeo.2012.09.007openalex-snapshot
Effect of stress disturbance induced by construction on the seismic response of shallow bored tunnels
inferredcites →https://doi.org/10.1016/j.compgeo.2015.06.003openalex-snapshot
Coupled modeling of Excavation Damaged Zone in Boom clay: Strain localization in rock and distribution of contact pressure on the gallery’s lining
inferredcites →https://doi.org/10.1016/j.enggeo.2016.01.016openalex-snapshot
Investigation of the long-term settlement of a cut-and-cover metro tunnel in a soft deposit
inferredcites →https://doi.org/10.1016/j.sandf.2012.07.009openalex-snapshot
Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays
inferredcites →https://doi.org/10.1016/j.sandf.2013.02.011openalex-snapshot
Understanding sampling disturbance and behaviour of structured clays through constitutive modelling
inferredcites →https://doi.org/10.1016/j.tust.2016.06.002openalex-snapshot
Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils
inferredcites →https://doi.org/10.1016/s0886-7798(03)00025-7openalex-snapshot
Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests
inferredcites →https://doi.org/10.1016/s0886-7798(03)00083-xopenalex-snapshot
Soil disturbance of Shanghai silty clay during EPB tunnelling
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1990)116:1(105)openalex-snapshot
Analysis of Compressibility of Sensitive Soils
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(2002)128:12(997)openalex-snapshot
Sampling Disturbance Effects in Normally Consolidated Clays
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2007)133:1(83)openalex-snapshot
Evaluation of Sample Quality of Sensitive Clay Using Intrinsic Compression Concept
inferredcites →https://doi.org/10.1061/(asce)1532-3641(2004)4:4(310)openalex-snapshot
Elastic Solution for Tunneling-Induced Ground Movements in Clays
inferredcites →https://doi.org/10.1061/(asce)cf.1943-5509.0000557openalex-snapshot
Failure Investigation at a Collapsed Deep Excavation in Very Sensitive Organic Soft Clay
inferredcites →https://doi.org/10.1061/(asce)cf.1943-5509.0000732openalex-snapshot
Numerical Analysis of Ground Surface Settlement Induced by Double-O Tube Shield Tunneling
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000188openalex-snapshot
Influence of Deep Excavations on Nearby Existing Tunnels
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000447openalex-snapshot
Longitudinal Settlement Profile in Shallow Tunnels in Drained Conditions
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000887openalex-snapshot
Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain
inferredcites →https://doi.org/10.1061/ajgeb6.0000851openalex-snapshot
Settlements of Immersed Tunnels
inferredcites →https://doi.org/10.1080/1064119x.2015.1030806openalex-snapshot
Study on the Long-term Settlement of Subway Tunnel in Soft Soil Area
inferredcites →https://doi.org/10.1139/cgj-2012-0298openalex-snapshot
Investigation of the long-term tunnel settlement mechanisms of the first metro line in Shanghai
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/10.1201/9781315138206-27openalex-snapshot
The hardening soil model: Formulation and verification
inferredcites →https://doi.org/10.1201/noe0415391245.ch29openalex-snapshot
Settlement behaviour of a shield tunnel constructed in subsiding reclaimed area
inferredcites →https://doi.org/10.1680/geot.12.p.126openalex-snapshot
Tunnelling-induced consolidation settlements in London Clay
inferredcites →https://doi.org/10.1680/geot.1990.40.3.329openalex-snapshot
On the compressibility and shear strength of natural clays
inferredcites →https://doi.org/10.1680/geot.2000.50.2.153openalex-snapshot
A kinematic hardening constitutive model for natural clays with loss of structure
inferredcites →https://doi.org/10.1680/jgeot.15.p.181openalex-snapshot
Characterisation of Ballina clay
inferredcites →https://doi.org/10.3208/sandf.38.2_211openalex-snapshot
A Method of Correcting Yield Stress and Compression Index of Ariake Clays for Sample Disturbance
inferredcites →https://doi.org/10.3785/j.issn.1008-973x.2015.07.010openalex-snapshot
Tunnel boring machine tunneling-induced ground settlements in soft clay and influence of excavation parameters
inferredcites →https://doi.org/10.6310/jog.2010.5(1).2openalex-snapshot
Evaluation of Clay Constitutive Models for Analysis of Deep Excavation under Undrained Conditions
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/gj.4937openalex-snapshot
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inferred← citeshttps://doi.org/10.1002/nag.3470openalex-snapshot
3D Evolution of soil arching during shield tunnelling in silty and sandy soils: A comparative study
inferred← citeshttps://doi.org/10.1002/nag.70200openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/978-3-030-96380-4_4openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/978-981-97-4852-5_49openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s00500-023-08053-8openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10064-020-01833-8openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10064-022-02625-yopenalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10064-024-03939-9openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10064-025-04729-7openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10706-021-01683-5openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10706-021-01934-5openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s12205-021-1107-5openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s12205-024-2086-0openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s12665-020-09087-zopenalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s13349-024-00826-5openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s40999-025-01087-zopenalex-snapshot
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inferred← citeshttps://doi.org/10.1016/bs.adcom.2026.02.004openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103662openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104312openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104492openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104496openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.104781openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107111openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107693openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2021.124484openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engfailanal.2020.104960openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engfailanal.2022.107029openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engfailanal.2024.108147openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.enggeo.2019.105328openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.eswa.2025.128399openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.jer.2024.05.009openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107250openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.rineng.2026.109478openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.rineng.2026.109667openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.rinma.2024.100641openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109924openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2022.100853openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.100970openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.100971openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101061openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101106openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101113openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.101932openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102411openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2018.08.059openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2019.02.021openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2019.03.021openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2020.103652openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2021.104211openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2022.104417openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2022.104452openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2022.104903openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2022.104908openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2024.105772openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2024.105902openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2024.105949openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2024.106168openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.tust.2025.106511openalex-snapshot
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Twin tunnelling caused distortions and its effect on a hospital building on mixed ground conditions
inferred← citeshttps://doi.org/10.1088/2631-8695/ad8a19openalex-snapshot
Model test of foundation pit excavation adjacent to the existing double-lane tunnel
inferred← citeshttps://doi.org/10.1109/access.2025.3557815openalex-snapshot
Forecasting Tunnel-Induced Ground Settlement: A Hybrid Deep Learning Approach and Traditional Statistical Techniques With Sensor 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/10.1139/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-2023-0227openalex-snapshot
Observed soil arching-induced ground deformation and stress redistribution behind braced excavation
inferred← citeshttps://doi.org/10.1145/3829641.3829743openalex-snapshot
Machine Learning-Based Prediction and Interpretation of the Creep Index of Clays
inferred← citeshttps://doi.org/10.1155/2020/6836492openalex-snapshot
Study on Construction Influence of Shield Tunnel of Urban Rail Transit on Large‐Section Mining Tunnel
inferred← citeshttps://doi.org/10.1155/2021/5121084openalex-snapshot
Deformation Response Research of the Existing Subway Tunnel Impacted by Adjacent Foundation Pit Excavation
inferred← citeshttps://doi.org/10.1155/2021/5533952openalex-snapshot
Disturbance Effect of Pipe Jacking Group Adjacent Excavation on Surrounding Soil
inferred← citeshttps://doi.org/10.1155/2021/6939094openalex-snapshot
Visualization of Multivariate Time‐Series Characteristics of Ground Loss Caused by Shield Tunneling
inferred← citeshttps://doi.org/10.1155/2021/8894942openalex-snapshot
A Prediction Method for Postconstruction Settlement of Pile‐Soil Composite Subgrade Based on Fuzzy Comprehensive Evaluation
inferred← citeshttps://doi.org/10.1155/2022/6299645openalex-snapshot
Realization of Super-Large-Diameter Slurry Shield Passing through Settlement-Sensitive Area Based on Unreinforced Disturbance Control Technology
inferred← citeshttps://doi.org/10.1155/2022/8448223openalex-snapshot
A Novel Approach for Risk Assessment of Building Damage via Metro Tunnel Construction
inferred← citeshttps://doi.org/10.1155/2023/5558160openalex-snapshot
Settlement Prediction Method of Extra-Large Diameter Tunnels in Soft Rock Strata
inferred← citeshttps://doi.org/10.1177/03611981251405262openalex-snapshot
Investigating the Effects of Shield Tunneling on Nearby Bridge Piles Based on the Stress Release Factor
inferred← citeshttps://doi.org/10.1201/9781003299127-126openalex-snapshot
Prediction of tunneling-induced surface settlement using a Bi-LSTM model with high generalization performance
inferred← citeshttps://doi.org/10.1201/9781003413790-3openalex-snapshot
Deformation of shield tunnel subjected to underlying tunneling
inferred← citeshttps://doi.org/10.15244/pjoes/174798openalex-snapshot
Foundation Settlement Prediction of High-Plateau Airport Based on Modified LSTM Model and BP Neural Network Model
inferred← citeshttps://doi.org/10.1680/jgeot.25.00556openalex-snapshot
Behaviour of soft clay subjected to capsule expansion–electro-osmosis
inferred← citeshttps://doi.org/10.1680/jphmg.19.00038openalex-snapshot
An experimental approach to evaluating the long-term performance of segmental linings
inferred← citeshttps://doi.org/10.21203/rs.3.rs-8286992/v1openalex-snapshot
Interfacial flow contact resistance in stratified terrains: A hidden trigger for multi-hazard geological disasters
inferred← citeshttps://doi.org/10.2139/ssrn.5357461openalex-snapshot
Three-Dimensional Interaction between Shallow Foundation and Mechanized Tunneling Advancement in Soft Ground: A Case Study of Tehran Metro Line 6, South Extension
inferred← citeshttps://doi.org/10.2139/ssrn.6451407openalex-snapshot
A simple elastoplastic constitutive model for lightly structured, normally consolidated clays
inferred← citeshttps://doi.org/10.2139/ssrn.7430127openalex-snapshot
Empirical-data neural network incorporating time effect for predicting ground settlement induced by small-diameter shield tunnelling
inferred← citeshttps://doi.org/10.24425/ace.2023.145281openalex-snapshot
A comparative analysis of artificial neural network predictive and multiple linear regression models for ground settlement during tunnel construction
inferred← citeshttps://doi.org/10.30737/jurmateks.v3i2.1151openalex-snapshot
Pengaruh Kombinasi Renolith Terhadap Stabilitas Tanah Pada Jalan Demuk Pucanglaban Tulungagung
inferred← citeshttps://doi.org/10.3389/feart.2023.1266219openalex-snapshot
Subgrade engineering characteristics of basaltic residual soil in Leizhou Peninsula, southern China
inferred← citeshttps://doi.org/10.3389/feart.2026.1756354openalex-snapshot
Ground surface deformation induced by grouting construction of shallow-buried shield tunnels in mudstone strata
inferred← citeshttps://doi.org/10.3389/fmats.2021.697181openalex-snapshot
A Constitutive Model of Clay Considering Structural Failure
inferred← citeshttps://doi.org/10.3390/app11209627openalex-snapshot
Fluidization Behavior of Soft Soil Induced by Shield Construction
inferred← citeshttps://doi.org/10.3390/app12073564openalex-snapshot
Short-Term and Long-Term Displacement of Surface and Shield Tunnel in Soft Soil: Field Observations and Numerical Modeling
inferred← citeshttps://doi.org/10.3390/app12115569openalex-snapshot
Analysis of the Interaction Effects of Shield Structure Oblique Passing under an Existing Tunnel
inferred← citeshttps://doi.org/10.3390/app15116009openalex-snapshot
Digital Twin-Based and Knowledge Graph-Enhanced Emergency Response in Urban Infrastructure Construction
inferred← citeshttps://doi.org/10.3390/app16083711openalex-snapshot
Long-Term Interactive Response and Mechanisms Between Deep-Buried Shield Tunnels and the Surrounding Strata
inferred← citeshttps://doi.org/10.3390/app9071399openalex-snapshot
Analysis of the Additional Stress and Ground Settlement Induced by the Construction of Double-O-Tube Shield Tunnels in Sandy Soils
inferred← citeshttps://doi.org/10.3390/buildings13051118openalex-snapshot
Uncertainty Analysis of Creep Behavior of Compacted Loess and a Non-Deterministic Predication Method for Post-Construction Settlement of a High-Fill Embankment
inferred← citeshttps://doi.org/10.3390/buildings16081585openalex-snapshot
Shear Creep Failure Characteristics of Cement-Grouted Sandstone Structural Planes
inferred← citeshttps://doi.org/10.3390/machines13030213openalex-snapshot
Speed–Pressure Compound Control of Thrust System Based on the Adaptive Sliding Mode Control Strategy
inferred← citeshttps://doi.org/10.3390/math10244637openalex-snapshot
Intelligent Prediction of Maximum Ground Settlement Induced by EPB Shield Tunneling Using Automated Machine Learning Techniques
inferred← citeshttps://doi.org/10.3390/s25051600openalex-snapshot
Machine Learning-Based Measurement and Prediction of Ground Settlement Induced by Shield Tunneling Undercrossing Existing Tunnels in Composite Strata
inferred← citeshttps://doi.org/10.3390/su12031017openalex-snapshot
Reuse of Excavated Clayey Silt in Cement–Fly Ash–Bentonite Hybrid Back-fill Grouting during Shield Tunneling
inferred← citeshttps://doi.org/10.3390/su141811400openalex-snapshot
Factors Influencing Post-Construction Responses of Underlying Tunnel below Excavation Base in Gravelly Clay
inferred← citeshttps://doi.org/10.3390/su142316230openalex-snapshot
Evaluation of the Ground Settlement in an Urban Area Resulting from a Small Curvature Tunneling Construction
inferred← citeshttps://doi.org/10.3390/sym12122103openalex-snapshot
The Study for Longitudinal Deformation of Adjacent Shield Tunnel Due to Foundation Pit Excavation with Consideration of the Retaining Structure Deformation
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