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Analysis of the Interaction Effects of Shield Structure Oblique Passing under an Existing Tunnel
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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3D Discrete Element Method Modelling of Tunnel Construction Impact on an Adjacent Tunnel
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Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling
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Longitudinal structural deformation mechanism of shield tunnel linings considering shearing dislocation of circumferential joints
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Numerical analysis of a soil-steel bridge during backfilling using various shell models
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On the limitations of decoupled approach for the seismic behaviour evaluation of shallow multi-propped underground structures embedded in granular soils
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Evaluation of new Austrian tunnelling method applied to Bolu tunnel's weak rocks
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Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels
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Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB
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Performance of two-dimensional analysis: Deteriorated metal culverts under surface live load
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Effects of above-crossing tunnelling on the existing shield tunnels
inferredcites →https://doi.org/10.1016/j.tust.2016.11.007openalex-snapshot
A simplified method to estimate three-dimensional tunnel responses to basement excavation
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An improved method to calculate the vertical earth pressure for deep shield tunnel in Shanghai soil layers
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The effects of existing horseshoe-shaped tunnel sizes on circular crossing tunnel interactions: Three-dimensional numerical analyses
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.2018.04.034openalex-snapshot
Effect of the excavation clearance of an under-crossing shield tunnel on existing shield tunnels
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Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils
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Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing
inferredcites →https://doi.org/10.1016/j.tust.2018.10.006openalex-snapshot
The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test
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
inferredcites →https://doi.org/10.1016/j.tust.2019.103258openalex-snapshot
Settlement behaviors of existing tunnel caused by obliquely under-crossing shield tunneling in close proximity with small intersection angle
inferredcites →https://doi.org/10.1016/j.tust.2020.103807openalex-snapshot
Model test study on the stability of cobble strata during shield under-crossing
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Seismic vulnerability of a soil-steel composite tunnel – Norway Tolpinrud Railway Tunnel Case Study
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Full scale tests and a progressive failure model to simulate full mechanical behavior of concrete tunnel segmental lining joints
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Numerical study of the Soil-Tunnel and Tunnel-Tunnel interactions of EPBM overlapping tunnels constructed in soft ground
inferredcites →https://doi.org/10.1016/j.undsp.2017.04.002openalex-snapshot
Performance of overlapped shield tunneling through an integrated physical model tests, numerical simulations and real-time field monitoring
inferredcites →https://doi.org/10.1016/j.undsp.2017.08.001openalex-snapshot
Long-term tunnel behaviour and ground movements after tunnelling in clayey soils
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Field Test of a Large-Span Soil–Steel Bridge Stiffened by Concrete Rings during Backfilling
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Laboratory Investigation of the Structural Performance of a Corrugated Steel Culvert under Increasing Cover Depth
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Comparative Analysis of Excavation Schemes for a Tunnel Constructed through Loose Deposits
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Characteristics and Countermeasures of Tunnel Heave due to Large-Diameter Shield Tunneling Underneath
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001293openalex-snapshot
Effects of Pillar Depth and Shielding on the Interaction of Crossing Multitunnels
inferredcites →https://doi.org/10.1088/1755-1315/531/1/012040openalex-snapshot
Research on tunnel ground settlement characteristics by shield method and pipe-jacking method based on numerical simulation
inferredcites →https://doi.org/10.1139/cgj-2012-0445openalex-snapshot
Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels
inferredcites →https://doi.org/10.1139/cgj-2014-0235openalex-snapshot
Effects of construction sequence and cover depth on crossing-tunnel interaction
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Numerical evaluation of a deeply buried pipe testing facility
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FEM simulation of a full-scale loading-to-failure test of a corrugated steel culvert
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Ground Response due to Construction of Shallow Pipe-Jacked Tunnels in Sandy Soil: Laboratory Investigation
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Influence of tunnel shape on tunnel lining behaviour
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Influence of Tunnel Boring Machine (TBM) Advance on Adjacent Tunnel during Ultra-Rapid Underground Pass (URUP) Tunneling: A Case Study and Numerical Investigation
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Application of EPS Geofoam to a Soil–Steel Bridge to Reduce Seismic Excitations
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Model Test on Approaching the Construction of Multi-Line Overlapping Shield Tunnels for Up- and Down-Crossing
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Model Test Study on the Influence of Ground Surcharges on the Deformation of Shield Tunnels
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.4676750openalex-extracted
Experimental Study of Internal Local Pressure-Based Device for Lateral Deformation Reduction and Structural Strengthening in Shield Tunnels
inferred← citeshttps://doi.org/10.1007/s11709-024-1109-8openalex-snapshot
Research on the method of construction disturbance zoning for shield tunnel approaching to urban structures
inferred← citeshttps://doi.org/10.1007/s42452-026-08516-1openalex-snapshot
Three-dimensional finite element analysis of the impact of adjacent metro station construction on the structural response and safety of an existing tunnel
inferred← citeshttps://doi.org/10.1016/j.simpat.2025.103224openalex-snapshot
Ground surface settlements and deformation behavior of in-service high-speed railway tunnel induced by obliquely undercrossed TBM tunnelling
inferred← citeshttps://doi.org/10.3390/app13158826openalex-snapshot
The Construction Methods and Control Mechanisms for Subway Station Undercrossing an Existing Tunnel at Zero Distance
inferred← citeshttps://doi.org/10.3390/app142210521openalex-snapshot
Study on the Influence Characteristics of Excavation Face Instability of New Tunnels Orthogonally Crossing Existing Tunnels
inferred← citeshttps://doi.org/10.3390/ma15144830openalex-snapshot
An Experimental Study of the Mechanical Properties of Partially Rehabilitated Cable Tunnels
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