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Longitudinal Deformation Assessment of the Existing Precast Tunnel During Construction of a Full-Length Excavation Pit

https://doi.org/10.2139/ssrn.4765706
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Force at a Point in the Interior of a Semi-Infinite Solid
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Soil–pipe interaction due to tunnelling: Assessment of Winkler modulus for underground pipelines
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Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect
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A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation
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A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels
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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.2013.07.002openalex-extracted
Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering
inferredcites →https://doi.org/10.1016/j.tust.2015.08.001openalex-extracted
Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings
inferredcites →https://doi.org/10.1016/j.tust.2016.06.002openalex-extracted
Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils
inferredcites →https://doi.org/10.1016/j.tust.2018.04.009openalex-extracted
Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints
inferredcites →https://doi.org/10.1016/j.tust.2020.103339openalex-extracted
Improved analytical method for evaluating the responses of a shield tunnel to adjacent excavations and its application
inferredcites →https://doi.org/10.1016/j.tust.2020.103504openalex-extracted
Observed behaviors of a long and deep excavation and collinear underlying tunnels in Shenzhen granite residual soil
inferredcites →https://doi.org/10.1016/s0886-7798(01)00049-9openalex-extracted
Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000814openalex-extracted
Deformation Response of an Existing Tunnel to Upper Excavation of Foundation Pit and Associated Dewatering
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000553openalex-extracted
Observed Behaviors of a Long and Deep Excavation Constructed by Cut-and-Cover Technique in Shanghai Soft Clay
inferredcites →https://doi.org/10.1061/jmcea3.0000212openalex-extracted
Bending of Beams Resting on Isotropic Elastic Solid
inferredcites →https://doi.org/10.1063/1.1745385openalex-extracted
Force at a Point in the Interior of a Semi-Infinite Solid
inferredcites →https://doi.org/10.1109/access.2020.2981343openalex-extracted
Influence of Metro Tunnel Excavation on Deformation of Existing Pedestrian Underpass in Changzhou Railway Station Platform
inferredcites →https://doi.org/10.1139/cgj-2012-0423openalex-extracted
Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand
inferredcites →https://doi.org/10.1155/2022/1400114openalex-extracted
Influence of Sublevel Unloading Excavation with Deep Consideration of the Superposition Effect on Deformation of an Existing Tunnel under an Intelligent Geotechnical Concept
inferredcites →https://doi.org/10.1680/geng.11.00045openalex-extracted
Centrifuge modelling of deep excavation over existing tunnels
inferredcites →https://doi.org/10.1680/geot.2005.55.6.461openalex-extracted
Soil—pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions
inferredcites →https://doi.org/10.3208/sandf.44.5_109openalex-extracted
Formulas for an Infinitely Long Bernoulli-Euler Beam on the Pasternak Model
inferredcites →https://doi.org/10.3390/app12094530openalex-extracted
Numerical Study on the Effect of Large Deep Foundation Excavation on Underlying Complex Intersecting Tunnels
inferredcites →https://doi.org/10.3390/sym14020263openalex-extracted
Deformation and Mechanical Characteristics of Existing Foundation Pit and Tunnel Itself Caused by Shield Tunnel Undercrossing
inferredcites →https://doi.org/10.3390/sym14071462openalex-extracted
Settlement of an Existing Tunnel Induced by Crossing Shield Tunneling Involving Residual Jacking Force
inferredcites →https://doi.org/10.55228/jtst.12(1).1-9openalex-extracted
Deformation analysis of existing tunnel using finite element method during construction of a full-length excavation pit
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