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Study on the Generalized Displacement Boundary and Its Analytical Prediction for Ground Movements Induced by Shield Tunneling

https://doi.org/10.1155/2021/8858874

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

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A COMPLEX VARIABLE SOLUTION FOR A DEFORMING CIRCULAR TUNNEL IN AN ELASTIC HALF-PLANE

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Plasticity solutions for soil behaviour around contracting cavities and tunnels

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An analytical solution for deforming twin‐parallel tunnels in an elastic half plane

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Investigation of influence of tunneling on existing building and tunnel: model tests and numerical simulations

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An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory

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831153 Settlement above tunnels in the United Kingdom — their magnitude and prediction

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Design and Performance of Excavations and Tunnels in Soft Clay

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Mechanical effects of tunneling on adjacent pipelines based on Galerkin solution and layered transfer matrix solution

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Analytical prediction for ground movements and liner internal forces induced by shallow tunnels considering non-uniform convergence pattern and ground-liner interaction mechanism

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Modeling of tunneling-induced ground surface movements using stochastic medium theory

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Analytical solution for tunnelling-induced ground movement in clays

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Numerical analysis of the interaction between twin-tunnels: Influence of the relative position and construction procedure

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Shield tunneling and environment protection in Shanghai soft ground

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Ground movement induced by parallel EPB tunnels in silty soils

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Ground movement prediction for tunnels using simplified procedure

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Key techniques and important issues for slurry shield under-passing embankments: A case study of Hangzhou Qiantang River Tunnel

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An estimation of subsurface settlement due to shield tunneling

inferredcites →https://doi.org/10.1016/j.tust.2015.10.008openalex-snapshot

Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China

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Development and application of the integrated sealant test apparatus for sealing gaskets in tunnel segmental joints

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Comparison of the structural behavior of reinforced concrete and steel fiber reinforced concrete tunnel segmental joints

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Failure mechanism of joint waterproofing in precast segmental tunnel linings

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The application of distinct lattice spring model to zonal disintegration within deep rock masses

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Soil-water inrush induced shield tunnel lining damage and its stabilization: A case study

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Deformations of an elastic half plane with a circular cavity

inferredcites →https://doi.org/10.1016/s0266-352x(01)00007-6openalex-snapshot

Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro

inferredcites →https://doi.org/10.1016/s0886-7798(01)00068-2openalex-snapshot

Predictions of ground deformations in shallow tunnels in clay

inferredcites →https://doi.org/10.1016/s0886-7798(99)00054-1openalex-snapshot

Errors in ground distortions due to settlement trough adjustment

inferredcites →https://doi.org/10.1061/(asce)0733-9399(2001)127:12(1258)openalex-snapshot

Analytical Solutions for Shallow Tunnels in Saturated Ground

inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:9(846)openalex-snapshot

Analytical Prediction for Tunneling-Induced Ground Movements in Clays

inferredcites →https://doi.org/10.1061/(asce)1532-3641(2004)4:4(310)openalex-snapshot

Elastic Solution for Tunneling-Induced Ground Movements in Clays

inferredcites →https://doi.org/10.1061/(asce)1532-3641(2009)9:2(63)openalex-snapshot

Complex Variable Solutions for Tunneling-Induced Ground Movement

inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000447openalex-snapshot

Longitudinal Settlement Profile in Shallow Tunnels in Drained Conditions

inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0001156openalex-snapshot

Analytical Prediction for Tunneling-Induced Ground Movements with Modified Deformation Pattern

inferredcites →https://doi.org/10.1063/1.5027540openalex-snapshot

Modified chloride diffusion model for concrete under the coupling effect of mechanical load and chloride salt environment

inferredcites →https://doi.org/10.1080/0020716021000038974openalex-snapshot

Simulation Studies For The Performance Analysis Of The Reconstruction Of A Line In 3-D From Two Arbitrary Perspective Views Using Two Plane Intersection Method

inferredcites →https://doi.org/10.1080/19648189.2018.1475305openalex-snapshot

Research on the construction risk control technology of shield tunnel underneath an operational railway in sand pebble formation: a case study

inferredcites →https://doi.org/10.1139/cgj-2014-0235openalex-snapshot

Effects of construction sequence and cover depth on crossing-tunnel interaction

inferredcites →https://doi.org/10.1139/t04-008openalex-snapshot

Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions

inferredcites →https://doi.org/10.1139/t05-043openalex-snapshot

Predicted versus measured soil movements induced by shield tunnelling in the Madrid Metro extension

inferredcites →https://doi.org/10.1139/t08-071openalex-snapshot

Three-dimensional numerical investigation of multifaced tunneling in water-bearing soft ground

inferredcites →https://doi.org/10.1139/t74-039openalex-snapshot

Ground Deformations Resulting from Shield Tunnelling in London Clay

inferredcites →https://doi.org/10.1139/t80-021openalex-snapshot

Deformations and pore pressures in the vicinity of a precast, segmented, concrete-lined tunnel in clay

inferredcites →https://doi.org/10.1139/t83-033openalex-snapshot

A theoretical examination of the settlements induced by tunnelling: four case histories

inferredcites →https://doi.org/10.1139/t92-104openalex-snapshot

Subsidence owing to tunnelling. I. Estimating the gap parameter

inferredcites →https://doi.org/10.1139/t93-041openalex-snapshot

Observed and calculated pore pressures and deformations induced by an earth balance shield

inferredcites →https://doi.org/10.1155/2018/9637838openalex-snapshot

A Structural Calculation Model of Shield Tunnel Segment: Heterogeneous Equivalent Beam Model

inferredcites →https://doi.org/10.1155/2019/7483628openalex-snapshot

Deformation Characteristics and Influence Factors of a Shallow Tunnel Excavated in Soft Clay with High Plasticity

inferredcites →https://doi.org/10.1631/jzus.a1400117openalex-snapshot

Three-dimensional numerical simulation of mechanized twin stacked tunnels in soft ground

inferredcites →https://doi.org/10.1680/geot.1987.37.3.301openalex-snapshot

Analysis of undrained soil deformation due to ground loss

inferredcites →https://doi.org/10.1680/geot.1993.43.2.315openalex-snapshot

Subsurface settlement profiles above tunnels in clays

inferredcites →https://doi.org/10.1680/geot.1996.46.4.753openalex-snapshot

Surface settlements due to deformation of a tunnel in an elastic half plane

inferredcites →https://doi.org/10.1680/geot.1998.48.5.709openalex-snapshot

Surface settlements due to deformation of a tunnel in an elastic half plane

inferredcites →https://doi.org/10.1680/geot.2008.58.9.695openalex-snapshot

Tunnelling and geotechnics: new horizons

inferredcites →https://doi.org/10.1680/igeng.1995.27810openalex-snapshot

THE HEATHROW EXPRESS TRIAL TUNNEL.

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Ground Response to the Construction of Shanghai Metro Tunnel-Line 2

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Analysis of Surface Deformation by Tunneling Excavation under Small Strain

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Hybrid Approaches and Frameworks in Clustering

inferred← citeshttps://doi.org/10.1007/s11771-023-5368-7openalex-snapshot

Construction control technology of a four-hole shield tunnel passing through pile foundations of an existing bridge: A case study

inferred← citeshttps://doi.org/10.1016/j.aej.2024.03.083openalex-snapshot

Analysis of ground volume loss for EPB shield tunneling in thick silty clay layer

inferred← citeshttps://doi.org/10.1016/j.tust.2021.104041openalex-snapshot

Function mechanism and analytical method of a double layer pre-support system for tunnel underneath passing a large-scale underground pipe gallery in water-rich sandy strata: A case study

inferred← citeshttps://doi.org/10.1016/j.tust.2022.104811openalex-snapshot

Improved analytical solution for ground movements induced by circular tunnel excavation based on ground loss correction

inferred← citeshttps://doi.org/10.1016/j.tust.2024.106081openalex-snapshot

Comprehensive review and future perspectives on prediction and mitigation of tunnel-induced ground settlement: A bibliometric analysis and methodological overview (2002–2022)

inferred← citeshttps://doi.org/10.1080/02533839.2023.2170928openalex-snapshot

Research on the impact of underground excavation metro on surface traffic safety and assessment method

inferred← citeshttps://doi.org/10.1155/2021/1595321openalex-snapshot

The Construction Countermeasures of Shallow‐Buried Small Spacing Tunnel Undercrossing Cultural Relic Buildings: A Case Study

inferred← citeshttps://doi.org/10.3389/feart.2022.1075928openalex-snapshot

Study on the construction deformation of a slotted shield in loess tunnels with different buried depths and large sections

inferred← citeshttps://doi.org/10.3390/app131810437openalex-snapshot

Pressure Model Study on Synchronous Grouting in Shield Tunnels Considering the Temporal Variation in Grout Viscosity

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