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A simplified analysis method for the influence of tunneling on grouped piles
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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.469openalex-snapshot
A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling
inferredcites →https://doi.org/10.1016/0148-9062(81)90191-1openalex-snapshot
Pile foundation analysis and design
inferredcites →https://doi.org/10.1016/0266-352x(90)90001-copenalex-snapshot
Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part I — Method of analysis
inferredcites →https://doi.org/10.1016/j.tust.2004.08.009openalex-snapshot
Analytical solution for tunnelling-induced ground movement in clays
inferredcites →https://doi.org/10.1016/j.tust.2005.12.072openalex-snapshot
The influence of tunnelling on adjacent piled 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/s0266-352x(00)00024-0openalex-snapshot
3-D elastic analysis of vertical piles subjected to “passive” loadings
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)1090-0241(1999)125:3(207)openalex-snapshot
Pile Responses Caused by Tunneling
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)1532-3641(2004)4:4(310)openalex-snapshot
Elastic Solution for Tunneling-Induced Ground Movements in Clays
inferredcites →https://doi.org/10.1061/jmcea3.0000212openalex-snapshot
Bending of Beams Resting on Isotropic Elastic Solid
inferredcites →https://doi.org/10.1139/t92-104openalex-snapshot
Subsidence owing to tunnelling. I. Estimating the gap parameter
inferredcites →https://doi.org/10.1201/noe0415415866.ch173openalex-snapshot
Pile responses due to tunnelling in clay
inferredcites →https://doi.org/10.1680/geot.1979.29.4.423openalex-snapshot
An analysis of the vertical deformation of pile groups
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.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.1998.48.1.55openalex-snapshot
Settlement and additional internal forces of grouped piles in layered soil
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.2000.50.3.283openalex-snapshot
Centrifuge model testing of tunnelling-induced ground and pile deformations
inferredcites →https://doi.org/10.3208/sandf.41.57openalex-snapshot
Ground and Pile-Group Responses Due to Tunnelling
What points at this work
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An Efficient Bayesian Updating Method and Its Application in the Structural Analysis of Underground Tunnels
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inferred← citeshttps://doi.org/10.1080/16874048.2021.1907962openalex-snapshot
Parametric study of twin tunnel under seismic loads for Cairo Metro Line No. 4
inferred← citeshttps://doi.org/10.1080/19386362.2025.2454671openalex-snapshot
Pasternak’s two-parameter non-linear soil model for prediction of pile response due to tunnelling induced ground movement
inferred← citeshttps://doi.org/10.1080/19648189.2021.1907227openalex-snapshot
3D centrifuge and numerical modelling of lateral responses of a vertical loaded pile group to twin stacked tunnels
inferred← citeshttps://doi.org/10.1088/1755-1315/971/1/012027openalex-snapshot
Tunnel Progression Effects to the Ground Surface and the Adjacent Pile
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/10.1134/s1062739116030669openalex-snapshot
Twin tunnel behavior under static and dynamic loads of Shiraz metro, Iran
inferred← citeshttps://doi.org/10.1139/cgj-2026-0105openalex-snapshot
On the soil–pile interaction system of piles adjacent to tunnelling: a reaction curve approach
inferred← citeshttps://doi.org/10.1139/t10-046openalex-snapshot
Analysis of anchor foundation with root caissons loaded in nonhomogeneous soils
inferred← citeshttps://doi.org/10.1142/s0219455426501580openalex-snapshot
Lateral Deformation Calculation of Bridge Pile Foundation Subjected to Horizontal Dynamic Load
inferred← citeshttps://doi.org/10.1155/2015/540804openalex-snapshot
Analytical Method for Evaluation of Coupled Responses of a Multidirectionally Loaded Pile-Raft Foundation Induced by Tunnelling in Layered Soils
inferred← citeshttps://doi.org/10.1155/2021/5548817openalex-snapshot
Predicting Response of Constructed Tunnel to Adjacent Excavation with Dewatering
inferred← citeshttps://doi.org/10.1155/2022/3275073openalex-snapshot
Safety Assessment of Tunnel Shield Construction for Existing Adjacent Bridges
inferred← citeshttps://doi.org/10.1177/03611981261434948openalex-snapshot
Analysis of the Effect of Shield Tunnel Construction Method Under Viaduct on Tunnel Structure and Pile Foundations
inferred← citeshttps://doi.org/10.1186/s40703-023-00183-0openalex-snapshot
Importance of grouting for tunneling in karstic and complex environment (a case study from Türkiye)
inferred← citeshttps://doi.org/10.1201/b14769-88openalex-snapshot
Tunneling influence zones for adjacent existing pile foundation in soft soil developed by numerical analysis
inferred← citeshttps://doi.org/10.1260/1369-4332.16.8.1457openalex-snapshot
Impact of Shield Tunneling on Adjacent Pile Foundation in Sandy Cobble Strata
inferred← citeshttps://doi.org/10.12652/ksce.2012.32.5c.199openalex-snapshot
The Response of a Single Pile and Pile Groups to Tunnelling Performed in Weathered Rock
inferred← citeshttps://doi.org/10.12989/gae.2016.10.5.599openalex-snapshot
Behavior of piled rafts overlying a tunnel in sandy soil
inferred← citeshttps://doi.org/10.1371/journal.pone.0252733openalex-snapshot
Numerical prediction of the optimal shield tunneling strategy for tunnel construction in karst regions
inferred← citeshttps://doi.org/10.1515/arh-2023-0104openalex-snapshot
Numerical analysis of the impact of excavation for undercrossing Yellow River tunnel on adjacent bridge foundations
inferred← citeshttps://doi.org/10.1680/jgeen.19.00251openalex-snapshot
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation
inferred← citeshttps://doi.org/10.1680/jgeot.sip17.p.119openalex-snapshot
Open-face tunnelling effects on non-displacement piles in clay – part 1: centrifuge modelling techniques
inferred← citeshttps://doi.org/10.1680/jgeot.sip17.p.120openalex-snapshot
Open-face tunnelling effects on non-displacement piles in clay – part 2: tunnelling beneath loaded piles and analytical modelling
inferred← citeshttps://doi.org/10.1680/jphmg.18.00045openalex-snapshot
Axial response of short pile due to tunnelling-induced soil movement in soft clay
inferred← citeshttps://doi.org/10.1680/tue.63778.137openalex-snapshot
Open-face tunnelling effects on non-displacement piles in clay – part 1: centrifuge modelling techniques
inferred← citeshttps://doi.org/10.1680/tue.63778.155openalex-snapshot
Open-face tunnelling effects on non-displacement piles in clay – part 2: tunnelling beneath loaded piles and analytical modelling
inferred← citeshttps://doi.org/10.3389/feart.2022.896634openalex-snapshot
Numerical Investigation of the Combined Influence of Shield Tunneling and Pile Cutting on Underpinning Piles
inferred← citeshttps://doi.org/10.3390/app11136009openalex-snapshot
Prediction of Change Rate of Settlement for Piled Raft Due to Adjacent Tunneling Using Machine Learning
inferred← citeshttps://doi.org/10.3390/app12168015openalex-snapshot
Volume Contraction in Shallow Sediments: Discrete Element Simulation
inferred← citeshttps://doi.org/10.3390/app13010245openalex-snapshot
Research on the Interaction between the Pile and Shield Machine in the Process of Cutting a Reinforced Concrete Pile Foundation
inferred← citeshttps://doi.org/10.3390/app13010517openalex-snapshot
An Analytical Method Evaluating the Evolution of Group Effect for Vertically Loaded Pile Groups Subjected to Tunnel Excavation
inferred← citeshttps://doi.org/10.3390/app13106074openalex-snapshot
Prediction and Analysis of Axial Stress of Piles for Piled Raft Due to Adjacent Tunneling Using Explainable AI
inferred← citeshttps://doi.org/10.3390/app14093949openalex-snapshot
Random Responses of Shield Tunnel to New Tunnel Undercrossing Considering Spatial Variability of Soil Elastic Modulus
inferred← citeshttps://doi.org/10.3390/app15063016openalex-snapshot
Integrated Analysis of Optimization and Settlement Characteristics in Hybrid Pile Systems for Reused Foundations
inferred← citeshttps://doi.org/10.3390/app9153028openalex-snapshot
Quantitative Analysis of Soil Displacement Induced by Ground Loss and Shield Machine Mechanical Effect in Metro Tunnel Construction
inferred← citeshttps://doi.org/10.3390/books978-3-0365-1119-1openalex-snapshot
Advanced Theoretical and Computational Methods for Complex Materials and Structures
inferred← citeshttps://doi.org/10.3390/buildings13102455openalex-snapshot
Effect of Shield-Tunnel Construction on the Horizontal Response of Adjacent Piles in a Silty Layer
inferred← citeshttps://doi.org/10.3390/buildings13102548openalex-snapshot
Impact of Tunneling on Adjacent Piles Based on the Kerr Foundation Model Considering the Influence of Lateral Soil
inferred← citeshttps://doi.org/10.3390/buildings13112775openalex-snapshot
Investigation of Passive Pile Groups’ Responses Induced by Combined Surcharge-Induced and Excavation-Induced Horizontal Soil Loading
inferred← citeshttps://doi.org/10.3390/buildings16091704openalex-snapshot
Model Test Study on the Effect of Quasi-Rectangular Shield Tunnel Excavation on Adjacent Pile Foundation in Sand
inferred← citeshttps://doi.org/10.3390/buildings16132558openalex-snapshot
Numerical Insights into Tunnelling Effects on Cantilever and Soil-Nailed Retaining Walls in Sand: A Comparative Study Under Varying Tunnel Depths
inferred← citeshttps://doi.org/10.3390/ma15176176openalex-snapshot
The Transverse Bearing Characteristics of the Pile Foundation in a Calcareous Sand Area
inferred← citeshttps://doi.org/10.3390/ma19112385openalex-snapshot
A Review of Modelling Test Study on the Effect of Single-Line Tunnelling on Adjacent Piles: Test Materials, Methodologies and Results
inferred← citeshttps://doi.org/10.3390/sym12122103openalex-snapshot
The Study for Longitudinal Deformation of Adjacent Shield Tunnel Due to Foundation Pit Excavation with Consideration of the Retaining Structure Deformation
inferred← citeshttps://doi.org/10.3390/sym13030426openalex-snapshot
Influence of Cairo Metro Tunnel Excavation on Pile Deep Foundation of the Adjacent Underground Structures: Numerical Study
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.193-194.1033openalex-snapshot
Additive Load Influence Analysis of Shield Tunneling Construction on Adjacent Piles
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.99-100.1239openalex-snapshot
Numerical Analysis of the Pit Excavation Influence on Foundation Piles
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.594-597.1343openalex-snapshot
Coefficients of Settlement and Lateral Displacement in Pile Group during Tunneling
inferred← citeshttps://doi.org/10.48084/etasr.1393openalex-snapshot
3D Centrifuge Modeling of the Effect of Twin Tunneling to an Existing Pile Group
inferred← citeshttps://doi.org/10.48084/etasr.1693openalex-snapshot
3D Numerical Analysis of the Effects of an Advancing Tunnel on an Existing Loaded Pile Group
inferred← citeshttps://doi.org/10.5281/zenodo.22661963openalex-snapshot
Effect of Vertically Loaded Pile on Existing Urban Tunnel in Clay
inferred← citeshttps://doi.org/10.5555/2888619.2889060openalex-snapshot
How to protect adjacent bridges due to tunnel excavation: a case study
inferred← citeshttps://doi.org/10.9711/ktaj.2011.13.1.051openalex-snapshot
Effect of tunneling under a bridge on pile foundation behavior mechanism
inferred← citeshttps://doi.org/10.9711/ktaj.2012.14.4.337openalex-snapshot
Behaviour of single piles and pile groups in service to adjacent tunnelling conducted in the lateral direction of the piles
inferred← citeshttps://doi.org/10.9711/ktaj.2012.14.5.529openalex-snapshot
The response of a single pile to open face tunnelling
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