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Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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Timoshenko beam solution for the response of existing tunnels because of tunneling underneath
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Influence of existing tunnel on mechanical behavior of new tunnel
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A simplified analysis for deformation behavior of buried pipelines considering disturbance effects of underground excavation in soft clays
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Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil
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Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect
inferredcites →https://doi.org/10.1016/j.compgeo.2018.12.026openalex-snapshot
Analytical solution for the response of an existing tunnel to a new tunnel excavation underneath
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Behaviour of existing tunnel due to new tunnel construction below
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Effects of tunnelling on pile foundations
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Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel
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Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction
inferredcites →https://doi.org/10.1016/j.tust.2008.12.005openalex-snapshot
Shield tunneling and environment protection in Shanghai soft ground
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Numerical investigation of underlying tunnel heave during a new tunnel construction
inferredcites →https://doi.org/10.1016/j.tust.2012.04.002openalex-snapshot
Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements
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Calculation of longitudinal bending moment and shear force for Shanghai Yangtze River Tunnel: Application of lessons from Dutch research
inferredcites →https://doi.org/10.1016/j.tust.2013.01.011openalex-snapshot
Prediction of tunnel displacement induced by adjacent excavation in soft soil
inferredcites →https://doi.org/10.1016/j.tust.2013.07.002openalex-snapshot
Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering
inferredcites →https://doi.org/10.1016/j.tust.2014.02.004openalex-snapshot
Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnel
inferredcites →https://doi.org/10.1016/j.tust.2015.08.001openalex-snapshot
Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings
inferredcites →https://doi.org/10.1016/j.tust.2016.05.002openalex-snapshot
Effects of above-crossing tunnelling on the existing shield tunnels
inferredcites →https://doi.org/10.1016/j.tust.2016.09.008openalex-snapshot
A simplified elastic analysis of tunnel-piled structure interaction
inferredcites →https://doi.org/10.1016/j.tust.2017.08.010openalex-snapshot
Simplified method for evaluating shield tunnel deformation due to adjacent excavation
inferredcites →https://doi.org/10.1016/j.tust.2018.04.009openalex-snapshot
Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints
inferredcites →https://doi.org/10.1016/j.tust.2018.12.020openalex-snapshot
Time-domain analyses for pile deformation induced by adjacent excavation considering influences of viscoelastic mechanism
inferredcites →https://doi.org/10.1016/j.tust.2019.03.021openalex-snapshot
Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle
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Estimating the Effects of Tunneling on Existing Pipelines
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Elastoplastic Solution for Soil-Pipe-Tunnel Interaction
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000810openalex-snapshot
Experimental and Analytical Modeling of Shield Segment under Cyclic Loading
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000390openalex-snapshot
Tunneling beneath Buried Pipes: View of Soil Strain and Its Effect on Pipeline Behavior
inferredcites →https://doi.org/10.1061/jmcea3.0000212openalex-snapshot
Bending of Beams Resting on Isotropic Elastic Solid
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Numerical modeling of tunneling effect on buried pipelines
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Model testing of closely spaced tunnels in clay
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Soil—pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions
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EVALUATION PROCEDURE FOR SEISMIC STRESS DEVELOPED IN SHIELD TUNNELS BASED ON SEISMIC DEFORMATION METHOD
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Formulas for an Infinitely Long Bernoulli-Euler Beam on the Pasternak Model
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Deformation Characteristics of Exiting Tunnels Induced by Close-Distance Quasi-Rectangular Shield Upper-Passing
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