On the public citation graph
Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modelling
0 signed · 116 inferred · view as graph
Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.
Is this your work? Sign in with ORCID and put your name on the
claims that are yours.
Reference health. See whether every reference in this work resolves to a
known work and none has been retracted — and get a dated CiteStamped
badge you can embed.
What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/(sici)1099-1484(199607)1:3<251::aid-cfm13>3.0.co;2-3openalex-snapshot
A hypoplastic relation for granular materials with a predefined limit state surface
inferredcites →https://doi.org/10.1002/(sici)1099-1484(199710)2:4<279::aid-cfm29>3.0.co;2-8openalex-snapshot
Hypoplastic model for cohesionless soils with elastic strain range
inferredcites →https://doi.org/10.1002/(sici)1099-1484(199909)4:5<461::aid-cfm71>3.0.co;2-popenalex-snapshot
Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies
inferredcites →https://doi.org/10.1002/nag.194openalex-snapshot
Three‐dimensional finite element analysis of the interaction between tunneling and pile foundations
inferredcites →https://doi.org/10.1002/nag.989openalex-snapshot
An analysis method for the influence of tunneling on adjacent loaded pile groups with rigid elevated caps
inferredcites →https://doi.org/10.1016/j.compgeo.2012.01.009openalex-snapshot
Numerical analysis of the interface shear transfer mechanism of a single pile to tunnelling in weathered residual soil
inferredcites →https://doi.org/10.1016/j.compgeo.2013.02.007openalex-snapshot
Numerical analysis of pile response to open face tunnelling in stiff clay
inferredcites →https://doi.org/10.1016/j.compgeo.2014.10.007openalex-snapshot
Settlement and load transfer mechanism of pile group due to side-by-side twin tunnelling
inferredcites →https://doi.org/10.1016/j.sandf.2014.04.004openalex-snapshot
Effects of tunnelling on pile foundations
inferredcites →https://doi.org/10.1016/j.tust.2006.08.002openalex-snapshot
Finite element analysis of tunnel–soil–pile interaction using displacement controlled model
inferredcites →https://doi.org/10.1016/j.tust.2008.11.005openalex-snapshot
A simplified analysis method for the influence of tunneling on grouped piles
inferredcites →https://doi.org/10.1016/j.tust.2012.06.005openalex-snapshot
Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock
inferredcites →https://doi.org/10.1016/j.tust.2012.07.008openalex-snapshot
Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile
inferredcites →https://doi.org/10.1016/j.tust.2012.11.005openalex-snapshot
Development of tunneling influence zones for adjacent pile foundations by numerical analyses
inferredcites →https://doi.org/10.1016/j.tust.2014.05.002openalex-snapshot
Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunnelling
inferredcites →https://doi.org/10.1016/j.tust.2014.08.001openalex-snapshot
Load transfer mechanism in pile group due to single tunnel advancement in stiff clay
inferredcites →https://doi.org/10.1016/j.tust.2014.09.001openalex-snapshot
An analytical study of tunnel–pile interaction
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/10.1061/(asce)1090-0241(1999)125:3(207)openalex-snapshot
Pile Responses Caused by Tunneling
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2001)127:6(488)openalex-snapshot
New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2005)131:2(193)openalex-snapshot
Effects of Advancing Open Face Tunneling on an Existing Loaded Pile
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000709openalex-snapshot
Tunnel-Pile Interaction Analysis Using Cavity Expansion Methods
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001350openalex-snapshot
Data Analysis of Pile Tunnel Interaction
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001434openalex-snapshot
Pile-Soil Interaction and Settlement Effects Induced by Deep Excavations
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0001751openalex-snapshot
Centrifuge Modeling Study of the Response of Piled Structures to Tunneling
inferredcites →https://doi.org/10.1061/9780784480441.060openalex-snapshot
Centrifuge Modelling of Tunnelling beneath Axially Loaded Displacement and Non-Displacement Piles in Sand
inferredcites →https://doi.org/10.1061/ajgeb6.0001306openalex-snapshot
K o - OCR Relationships in Soil
inferredcites →https://doi.org/10.1139/cgj-2012-0452openalex-snapshot
Effects of the construction sequence of twin tunnels at different depths on an existing pile
inferredcites →https://doi.org/10.1139/cgj-2013-0082openalex-snapshot
Observed ground and pile group responses due to tunneling in Bangkok stiff clay
inferredcites →https://doi.org/10.1139/t03-041openalex-snapshot
Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels
inferredcites →https://doi.org/10.1139/t05-025openalex-snapshot
Three-dimensional ground settlements and stress-transfer mechanisms due to open-face tunnelling
inferredcites →https://doi.org/10.1139/t07-050openalex-snapshot
Responses of single piles to tunneling-induced soil movements in sandy ground
inferredcites →https://doi.org/10.1139/t11-067openalex-snapshot
Tunneling beneath driven or jacked end-bearing piles in sand
inferredcites →https://doi.org/10.1201/9781439834268.ch19openalex-snapshot
The influence of a bored tunnel on pile foundations
inferredcites →https://doi.org/10.1201/noe0415374521.ch171openalex-snapshot
Three-dimensional numerical simulation of tunnel advancement on adjacent pile foundation
inferredcites →https://doi.org/10.1201/noe0415391245.ch106openalex-snapshot
The response of full-scale piles to tunnelling
inferredcites →https://doi.org/10.1631/jzus.a1300217openalex-snapshot
The state-of-the-art centrifuge modelling of geotechnical problems at HKUST
inferredcites →https://doi.org/10.1680/geot.14.p.105openalex-snapshot
Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling
inferredcites →https://doi.org/10.1680/geot.1987.37.1.45openalex-snapshot
Tests of the interface between sand and steel in the simple shear apparatus
inferredcites →https://doi.org/10.1680/geot.1990.40.4.531openalex-snapshot
Effect of recent stress history on the stiffness of overconsolidated soil
inferredcites →https://doi.org/10.1680/geot.1993.43.3.351openalex-snapshot
Liquefaction and flow failure during earthquakes
inferredcites →https://doi.org/10.1680/geot.2000.50.3.283openalex-snapshot
Centrifuge model testing of tunnelling-induced ground and pile deformations
inferredcites →https://doi.org/10.1680/geot.2007.00155openalex-snapshot
Graphical representation of constitutive equations
inferredcites →https://doi.org/10.1680/jgeot.sip17.p.103openalex-snapshot
Numerical investigation of the effects of tunnelling on existing tunnels
inferredcites →https://doi.org/10.3208/sandf.36.1openalex-snapshot
A Comprehensive Constitutive Equation for Granular Materials
inferredcites →https://doi.org/10.3208/sandf.39.69openalex-snapshot
Relative Density Dependency of Mechanical Properties of Sands
inferredcites →https://doi.org/10.3208/sandf.41.57openalex-snapshot
Ground and Pile-Group Responses Due to Tunnelling
inferredcites →https://doi.org/10.3208/sandf.42.2_23openalex-snapshot
On the Shaft Friction Modelling of Non-Displacement Piles in Sand
inferredcites →https://doi.org/10.3208/sandf.44.49openalex-snapshot
Centrifuge Modelling of Tunnelling Near Driven Piles
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.4659308openalex-extracted
Numerical Analysis of Bio-Inspired Drilling in Lateral Motion
inferred← citeshttps://doi.org/10.1002/nag.70039openalex-snapshot
Predicting Responses of a Single Pile Considering Lateral Load to Tunnelling Induced Ground Movement: Analytical and Numerical Insights
inferred← citeshttps://doi.org/10.1002/nag.70154openalex-snapshot
Numerical Analysis of Tunnelling‐Induced Lateral Pile‐Soil Interactions of Adjacent Piles in Sand
inferred← citeshttps://doi.org/10.1007/s10706-024-02935-wopenalex-snapshot
Mechanical Behavior of Single and Group Piles with a Low Cap Adjacent to Shield Tunneling in Composite Ground: Insights from Centrifugal Model Testing
inferred← citeshttps://doi.org/10.1007/s11629-023-8489-4openalex-snapshot
Performance of composite foundations with different load transfer platforms and substratum stiffness over silty clay
inferred← citeshttps://doi.org/10.1007/s11629-024-9414-1openalex-snapshot
Pile-plate structure subgrade performance in seasonally frozen regions with freeze-thaw cycles
inferred← citeshttps://doi.org/10.1007/s11771-022-5003-zopenalex-snapshot
Three-dimensional displacement characteristics of adjacent pile induced by shield tunneling under influence of multiple factors
inferred← citeshttps://doi.org/10.1007/s13369-020-05246-3openalex-snapshot
Dynamic Characteristics of Adjacent Tunnel and Surroundings Under the Vibration of Trains in the First Tunnel with Different Buried Depths
inferred← citeshttps://doi.org/10.1007/s40098-025-01331-2openalex-snapshot
A Parametric Study to Assess the Effects of Twin-Tunnel Excavation on Bridge Pile Groups
inferred← citeshttps://doi.org/10.1007/s40515-021-00202-6openalex-snapshot
Group Reduction Factors for the Analysis of the Pile Groups Under Combination of Lateral Loads in Sandy Soils
inferred← citeshttps://doi.org/10.1007/s40996-020-00502-wopenalex-snapshot
Laboratory and Three-Dimensional Numerical Modeling of Laterally Loaded Pile Groups in Sandy Soils
inferred← citeshttps://doi.org/10.1016/j.aej.2025.05.012openalex-snapshot
Impact of side-by-side twin tunneling with various tunnel-pile clearances on pile group responses under a fluid-solid coupling effect
inferred← citeshttps://doi.org/10.1016/j.apm.2020.12.012openalex-snapshot
Analytic study of stress and displacement for shallow twin tunnels subjected to surcharge loads
inferred← citeshttps://doi.org/10.1016/j.apm.2024.115885openalex-snapshot
Horizontal mechanical responses of single pile induced by adjacent tunneling considering the effect of multiple factors based on Timoshenko Beam-Kerr foundation model
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103449openalex-snapshot
Centrifuge and numerical modelling of stress transfer mechanisms and settlement of pile group due to twin stacked tunnelling with different construction sequences
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103625openalex-snapshot
3D simulation for tunnelling effects on existing piles
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103782openalex-snapshot
Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104477openalex-snapshot
Tunnel–piled structure interaction: Numerical simulation of hybrid centrifuge tests
inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.105076openalex-snapshot
A simplified method for progressive failures of piles in soft ground during rapid embankment construction
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106334openalex-snapshot
Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling
inferred← citeshttps://doi.org/10.1016/j.enganabound.2025.106274openalex-snapshot
Concise semi-analytical solution for group piles impedance function and generalized group factor analysis considering SSI effect
inferred← citeshttps://doi.org/10.1016/j.heliyon.2024.e27394openalex-snapshot
3D numerical investigation of the interaction between interchange tunnels at different angles
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107746openalex-snapshot
Impact of twin stacked tunnels on laterally loaded pile groups: An emphasis on settlement and load transfer mechanisms using centrifuge and numerical modelling
inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.03.003openalex-snapshot
Ground movement induced by triple stacked tunneling with different construction sequences
inferred← citeshttps://doi.org/10.1016/j.measurement.2020.108334openalex-snapshot
Monitoring of tunnel excavation based on the fiber Bragg grating sensing technology
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.122421openalex-snapshot
Stability characteristics of steel cylinders under large surcharges in deep soft foundations reinforced with stone columns
inferred← citeshttps://doi.org/10.1016/j.pce.2022.103298openalex-snapshot
Tunnel depth effect to pile in Tunnel's influence zone
inferred← citeshttps://doi.org/10.1016/j.pce.2022.103312openalex-snapshot
Tunnel – Pile interaction sequence: Parametric studies
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110747openalex-snapshot
Scaling law of piles subjected to dynamic loads for centrifuge model tests. Part Ⅰ: vertical dynamic similarity
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101639openalex-snapshot
A new method for determining the critical height of geosynthetic-reinforced pile-supported embankments under traffic loading
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101655openalex-snapshot
Centrifuge modeling of ground thaw settlement during metro tunnel construction using AGF method
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.101942openalex-snapshot
Small-scale test on the response of adjacent piles caused by shield tunnel excavation in sand
inferred← citeshttps://doi.org/10.1016/j.tust.2019.103247openalex-snapshot
Effects of overconsolidation ratio on tunnel responses due to overlying basement excavation in clay
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103455openalex-snapshot
Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103486openalex-snapshot
Three-dimensional centrifuge modeling of the influence of side-by-side twin tunneling on a piled raft
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103759openalex-snapshot
3D finite element analysis of effects of twin stacked tunnels at different depths and with different construction sequence on a piled raft
inferred← citeshttps://doi.org/10.1016/j.tust.2021.104039openalex-snapshot
Pile group response induced by adjacent shield tunnelling in clay: Scale model test and numerical simulation
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104495openalex-snapshot
Analytical modelling of segmental liner joints for close-proximity tunnelling in soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2022.104964openalex-snapshot
Load-transfer-associated settlements of a piled building during shield tunnelling in soft ground
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106036openalex-snapshot
Horizontal Response of Existing Pile Induced by Adjacent Shield Tunnelling with Large Longitudinal Slope
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106459openalex-snapshot
Model test study of punching shear failure mode of the bearing stratum induced by tunneling beneath an existing pile
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106480openalex-snapshot
Mechanical response of pile group and stratum induced by shallow tunneling based on the model test
inferred← citeshttps://doi.org/10.1016/j.undsp.2022.12.005openalex-snapshot
Numerical investigation on the responses of existing single piles due to adjacent twin tunneling considering the lagging distance
inferred← citeshttps://doi.org/10.1016/j.undsp.2023.08.008openalex-snapshot
Influence of pile-raft connection on lateral performance of combined pile-raft foundations adjacent to tunnelling
inferred← citeshttps://doi.org/10.1016/j.undsp.2025.10.003openalex-snapshot
Effects of shield tunnelling parameters on the long-term settlement of piled buildings in soft ground
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002386openalex-snapshot
Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-7961openalex-snapshot
Physical Model Tests and Discrete-Element Simulation of Pile and Soil Displacement Response Induced by DOT Shield Tunneling Based on Transparent Soil Technology
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14747openalex-snapshot
Mechanical Responses of Adjacent Pile Foundations to Superlarge Slurry Shield Tunneling: A Full-Scale Field Case Study
inferred← citeshttps://doi.org/10.1080/15376494.2024.2359082openalex-snapshot
Experimental and numerical studies on the displacement and load-transfer mechanism of pile-caisson composite structure
inferred← citeshttps://doi.org/10.1108/wje-04-2022-0159openalex-snapshot
Three-dimensional numerical analyses of pile responses to tunneling-induced ground movements in bilayer soil
inferred← citeshttps://doi.org/10.1139/cgj-2020-0360openalex-snapshot
Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation
inferred← citeshttps://doi.org/10.1139/cgj-2022-0294openalex-snapshot
Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
inferred← citeshttps://doi.org/10.1139/cgj-2023-0196openalex-snapshot
Assessment of twin tunnelling induced settlement and load transfer mechanism of a single pile in dry sand
inferred← citeshttps://doi.org/10.1155/2021/2373456openalex-snapshot
Temporal-Spatial Characteristics of Ground and Pile Responses to Twin Shield Tunneling in Clays
inferred← citeshttps://doi.org/10.1177/13694332241237574openalex-snapshot
Research on the deformation and settlement characteristics of tunnel lining structures based on distributed fibre optic sensing technology
inferred← citeshttps://doi.org/10.1201/9781003348030-332openalex-snapshot
3D numerical simulation of TBM excavation for predicting surface settlements - state of the art
inferred← citeshttps://doi.org/10.1201/9781003413790-24openalex-snapshot
A continuum analysis of piles affected by an advancing tunnel excavation during centrifuge tests with a miniature TBM
inferred← citeshttps://doi.org/10.1680/jgeot.23.00201openalex-snapshot
Load transfer mechanisms for capped and uncapped non-displacement piles above tunnels: a centrifuge modelling study
inferred← citeshttps://doi.org/10.25130/tjes.32.2.33openalex-snapshot
Seismic Response of Piled Foundations: A State-of-the-Art Review
inferred← citeshttps://doi.org/10.3389/feart.2021.802662openalex-snapshot
Effects on a Nearby Bridge of Dismantling Temporary Lining During Excavation of a Shallow-Buried Rectangular Tunnel
inferred← citeshttps://doi.org/10.3390/app15179310openalex-snapshot
Deformation Analysis of Wall-Pile-Anchor Retaining Structures During Shield Tunneling Considering Tunnel-Pit Spatial Interaction
inferred← citeshttps://doi.org/10.3390/buildings14061760openalex-snapshot
Critical Face Pressure of a Tunnel Driven by a Shield Machine Considering Seismic Forces and Tunnel Shape Influence
inferred← citeshttps://doi.org/10.3390/buildings15173184openalex-snapshot
Experimental Study on the Horizontal Bearing Performance of Pile–Soil Composite Foundation Under Coupled Action of Active and Passive Loads
inferred← citeshttps://doi.org/10.3390/buildings15183263openalex-snapshot
Structural Behavior Analysis for Existing Pile Foundations Considering the Effects of Shield Tunnel Construction
inferred← citeshttps://doi.org/10.3390/sym14091913openalex-snapshot
Effects of Large-Diameter Shield Tunneling on the Pile Foundations of High-Speed Railway Bridge and Soil Reinforcement Schemes
inferred← citeshttps://doi.org/10.52783/jes.1652openalex-snapshot
Numerical Analysis of the Influence of Tunnel Undercrossing Buildings on Pile Foundation
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.