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Three-Dimensional Interaction between Shallow Foundation and Mechanized Tunneling Advancement in Soft Ground: A Case Study of Tehran Metro Line 6, South Extension

https://doi.org/10.2139/ssrn.5357461
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The Volume Loss: Real Estimation and Its Effect on Surface Settlements Due to Excavation of Tabriz Metro Tunnel
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Effect of load inclination on the undrained bearing capacity of surface spread footings above voids
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Undrained stability of strip footing above voids in two-layered clays by finite element limit analysis
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Response of building to shallow tunnel excavation in different types of soil
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The soil arching effect induced by shield tunnelling under asymmetric surface loading
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Analysis of tunneling-induced ground movements in spatially variable soil under the influence of existing building
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Movements caused by the excavation of tunnels using face pressurized shields — Analysis of monitoring and numerical modeling results
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Study on the ultimate bearing capacity of a strip footing influenced by an irregular underlying cavity in karst areas
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Model tests on longitudinal surface settlement caused by shield tunnelling in sandy soil
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On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling
inferredcites →https://doi.org/10.1016/j.tust.2013.02.002openalex-snapshot
Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB
inferredcites →https://doi.org/10.1016/j.tust.2013.07.003openalex-snapshot
Effects of building three-dimensional modeling type on twin tunneling-induced ground settlement
inferredcites →https://doi.org/10.1016/j.tust.2013.07.015openalex-snapshot
TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5
inferredcites →https://doi.org/10.1016/j.tust.2015.04.004openalex-snapshot
Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by FEM)
inferredcites →https://doi.org/10.1016/j.tust.2016.06.011openalex-snapshot
Volume loss in shallow tunnelling
inferredcites →https://doi.org/10.1016/j.tust.2018.06.007openalex-snapshot
Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils
inferredcites →https://doi.org/10.1016/j.tust.2019.02.016openalex-snapshot
Empirical and semi-analytical methods for evaluating tunnelling-induced ground movements in sands
inferredcites →https://doi.org/10.1016/j.tust.2019.103104openalex-snapshot
Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground
inferredcites →https://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
inferredcites →https://doi.org/10.1016/j.tust.2020.103446openalex-snapshot
Semi-analytical prediction for tunnelling-induced ground movements in multi-layered clayey soils
inferredcites →https://doi.org/10.1016/j.tust.2021.104211openalex-snapshot
Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones
inferredcites →https://doi.org/10.1016/j.tust.2022.104479openalex-snapshot
Active failure characteristics and earth pressure distribution around deep buried shield tunnel in dry sand stratum
inferredcites →https://doi.org/10.1016/j.tust.2023.105042openalex-snapshot
Longitudinal settlements during tunneling in soft Clay, using transparent soil models
inferredcites →https://doi.org/10.1016/j.tust.2023.105227openalex-snapshot
Ground deformation induced by shield tunneling posture in soft soil
inferredcites →https://doi.org/10.1016/j.tust.2023.105242openalex-snapshot
An analytical investigation of soil arching induced by tunneling in sandy ground
inferredcites →https://doi.org/10.1016/j.tust.2023.105507openalex-snapshot
Collapse behavior and mechanical response of the cobble stratum during the shield driving
inferredcites →https://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
inferredcites →https://doi.org/10.1016/j.undsp.2021.05.002openalex-snapshot
Surface settlements induced by twin tunneling in silty sand
inferredcites →https://doi.org/10.1016/j.undsp.2021.12.001openalex-snapshot
Prediction of ground settlements induced by twin shield tunnelling in rock and soil – A case study
inferredcites →https://doi.org/10.1016/s0886-7798(98)00085-6openalex-snapshot
Stability of strip footings above concrete-lined soft ground tunnels
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1984)110:11(1591)openalex-snapshot
Stability of Spread Footing Above Void in Clay
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2005)131:11(1429)openalex-snapshot
Coefficient of Earth Pressure at Rest
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0001710openalex-snapshot
Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0002389openalex-snapshot
New Model for Predicting the Bearing Capacity of Large Strip Foundations on Soil under Combined Loading
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000440openalex-snapshot
Model Tests and Analyses of Bearing Capacity of Strip Footing on Stiff Ground with Voids
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0002376openalex-snapshot
Response of Framed Buildings on Raft Foundations to Tunneling
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0002603openalex-snapshot
Role of Footing Embedment on Tunnel–Foundation Interaction
inferredcites →https://doi.org/10.1061/9780784408650openalex-snapshot
Foundation Analysis and Design
inferredcites →https://doi.org/10.1061/ijgnai.gmeng-9815openalex-snapshot
Interplay of Tunnel Geometry and Shallow Foundation Stability in Rock: Comparative Insights into Failure Modes
inferredcites →https://doi.org/10.1061/jsfeaq.0001846openalex-snapshot
Analysis of Ultimate Loads of Shallow Foundations
inferredcites →https://doi.org/10.1093/jge/gxaa067openalex-snapshot
Evaluating the effect of EPBM operational parameters on surface settlement in soft ground
inferredcites →https://doi.org/10.1139/t08-044openalex-snapshot
Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading
inferredcites →https://doi.org/10.1139/t63-003openalex-snapshot
Some Recent Research on the Bearing Capacity of Foundations
inferredcites →https://doi.org/10.1680/geot.1998.48.5.637openalex-snapshot
Combined loading of skirted foundations
inferredcites →https://doi.org/10.1680/geot.2007.57.8.637openalex-snapshot
Shape effects on the capacity of rectangular footings under general loading
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