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Prediction of Surface Settlement Considering Support Mechanism of Shield Tunneling

https://doi.org/10.2139/ssrn.4822335
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inferredcites →https://doi.org/10.1002/nag.395openalex-extracted
A 3D finite element simulation model for TBM tunnelling in soft ground
inferredcites →https://doi.org/10.1007/s00603-012-0224-3openalex-extracted
A Completely 3D Model for the Simulation of Mechanized Tunnel Excavation
inferredcites →https://doi.org/10.1016/0266-352x(90)90001-copenalex-extracted
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part I — Method of analysis
inferredcites →https://doi.org/10.1016/0886-7798(96)00017-xopenalex-extracted
Face stability conditions with earth-pressure-balanced shields
inferredcites →https://doi.org/10.1016/j.compgeo.2006.04.004openalex-extracted
A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling
inferredcites →https://doi.org/10.1016/j.compgeo.2011.10.004openalex-extracted
Development and validation of a 3D numerical model for TBM–EPB mechanised excavations
inferredcites →https://doi.org/10.1016/j.compgeo.2014.01.002openalex-extracted
Advance numerical simulation of tunneling by using a double shield TBM
inferredcites →https://doi.org/10.1016/j.enggeo.2016.11.023openalex-extracted
Decision Plots for preliminary design of single-shield TBMs
inferredcites →https://doi.org/10.1016/j.trgeo.2018.11.009openalex-extracted
Estimating maximum surface settlement due to EPBM tunneling by Numerical-Intelligent approach – A case study: Tehran subway line 7
inferredcites →https://doi.org/10.1016/j.tust.2005.06.006openalex-extracted
On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling
inferredcites →https://doi.org/10.1016/j.tust.2006.11.008openalex-extracted
A simplified 3D model for tunnel construction using tunnel boring machines
inferredcites →https://doi.org/10.1016/j.tust.2009.10.003openalex-extracted
Tunnel boring machines under squeezing conditions
inferredcites →https://doi.org/10.1016/j.tust.2013.02.002openalex-extracted
Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB
inferredcites →https://doi.org/10.1016/j.tust.2013.09.012openalex-extracted
3D finite difference model for simulation of double shield TBM tunneling in squeezing grounds
inferredcites →https://doi.org/10.1016/j.tust.2016.01.007openalex-extracted
The role of slurry TBM parameters on ground deformation: Field results and computational modelling
inferredcites →https://doi.org/10.1016/s0886-7798(00)00046-8openalex-extracted
Application of the Convergence-Confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion
inferredcites →https://doi.org/10.1016/s0886-7798(99)00047-4openalex-extracted
Three-dimensional numerical modelling for TBM tunnelling in consolidated clay
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:9(846)openalex-extracted
Analytical Prediction for Tunneling-Induced Ground Movements in Clays
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2005)131:11(1429)openalex-extracted
Coefficient of Earth Pressure at Rest
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2007)133:4(445)openalex-extracted
Describing Settlement Troughs over Twin Tunnels Using a Superposition Technique
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001166openalex-extracted
Numerical Assessment of Subsidence and Adjacent Building Movements Induced by TBM-EPB Tunneling
inferredcites →https://doi.org/10.1139/t74-039openalex-extracted
Ground Deformations Resulting from Shield Tunnelling in London Clay
inferredcites →https://doi.org/10.1139/t83-002openalex-extracted
A method of estimating surface settlement above tunnels constructed in soft ground
inferredcites →https://doi.org/10.1139/t86-005openalex-extracted
Analysis of field performance—the Thunder Bay tunnel
inferredcites →https://doi.org/10.1139/t92-005openalex-extracted
An evaluation of simplified techniques for estimating three-dimensional undrained ground movements due to tunnelling in soft soils
inferredcites →https://doi.org/10.1139/t92-104openalex-extracted
Subsidence owing to tunnelling. I. Estimating the gap parameter
inferredcites →https://doi.org/10.1144/gsl.eng.1988.005.01.05openalex-extracted
Surface movements caused by tunnelling in two-layer soil
inferredcites →https://doi.org/10.1680/geot.10.p.047openalex-extracted
Tunnels in sands: the effect of size, depth and volume loss on greenfield displacements
inferredcites →https://doi.org/10.1680/geot.1989.39.1.125openalex-extracted
Deformations caused by surface loading and tunnelling: the role of elastic anisotropy
inferredcites →https://doi.org/10.1680/geot.1993.43.2.315openalex-extracted
Subsurface settlement profiles above tunnels in clays
inferredcites →https://doi.org/10.3208/sandf.39.3_99openalex-extracted
Observations of Ground Movements during Tunnel Construction by Slurry Shield Method at the Docklands Light Railway Lewisham Extension—East London
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