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A numerical study into lateral cyclic nonlinear soil–pile response

https://doi.org/10.1139/t08-050
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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.250openalex-snapshot
Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils
inferredcites →https://doi.org/10.1007/bf02486385openalex-snapshot
Confined concrete model under cyclic load
inferredcites →https://doi.org/10.1007/s10518-005-1241-3openalex-snapshot
A Study of Piles during Earthquakes: Issues of Design and Analysis
inferredcites →https://doi.org/10.1016/0148-9062(85)90134-2openalex-snapshot
Shakedown analysis of a laterally loaded pile tested in stiff clay
inferredcites →https://doi.org/10.1016/s0267-7261(02)00022-2openalex-snapshot
Computational modeling of cyclic mobility and post-liquefaction site response
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1994)120:1(225)openalex-snapshot
Effects of Cyclic Lateral Loads on Piles in Sand
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1983)109:11(2666)openalex-snapshot
Modeling of R/C Joints under Cyclic Excitations
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1804)openalex-snapshot
Theoretical Stress‐Strain Model for Confined Concrete
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1999)125:9(750)openalex-snapshot
Seismic Soil-Pile-Structure Interaction Experiments and Analyses
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2003)129:12(1119)openalex-snapshot
Computational Model for Cyclic Mobility and Associated Shear Deformation
inferredcites →https://doi.org/10.1061/ajgeb6.0000820openalex-snapshot
Nonlinear Soil Models for Irregular Cyclic Loadings
inferredcites →https://doi.org/10.1061/ajgeb6.0000843openalex-snapshot
Lateral Load Tests on Drilled Piers in Stiff Clays
inferredcites →https://doi.org/10.1080/13632460509350565openalex-snapshot
COUPLED P-Y T-Z ANALYSIS OF SINGLE PILES IN COHESIONLESS SOIL UNDER VERTICAL AND/OR HORIZONTAL GROUND MOTION
inferredcites →https://doi.org/10.1139/cgj-37-6-1166openalex-snapshot
Dynamic analysis for laterally loaded piles and dynamic p-y curves
inferredcites →https://doi.org/10.1139/t00-058openalex-snapshot
Dynamic analysis for laterally loaded piles and dynamicp-ycurves
inferredcites →https://doi.org/10.1139/t07-106openalex-snapshot
Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis
inferredcites →https://doi.org/10.1139/t90-004openalex-snapshot
Normalized behavior of clay under irregular cyclic loading
inferredcites →https://doi.org/10.1139/t92-106openalex-snapshot
Lateral pile response to monotonie pile head loading
inferredcites →https://doi.org/10.1139/t96-025openalex-snapshot
Dynamic response of single piles and soilpile interaction
inferredcites →https://doi.org/10.1142/s1363246905002316openalex-snapshot
inferredcites →https://doi.org/10.1193/1.1647579openalex-snapshot
The Effect of External Confinement on Flexural Hinging in Drilled Pile Shafts
inferredcites →https://doi.org/10.14288/1.0064051openalex-snapshot
Seismic analysis of pile foundations for bridges
inferredcites →https://doi.org/10.26021/2604openalex-snapshot
Seismic performance of steel-encased concrete piles
inferredcites →https://doi.org/10.3208/sandf.45.4_119openalex-snapshot
PHENOMENOLOGICAL MODEL APPLIED TO INELASTIC RESPONSE OF SOIL-PILE INTERACTION SYSTEMS
inferredcites →https://doi.org/10.3208/sandf1972.20.4_19openalex-snapshot
Lateral Load-Deflection Relationships of Piles Subjected to Dynamic Loadings
inferredcites →https://doi.org/10.37591/jogeopenalex-snapshot
Journal of Geotechnical Engineering
inferredcites →https://doi.org/10.4043/1204-msopenalex-snapshot
Correlation for Design of Laterally Loaded Piles in Soft Clay

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.4664082openalex-extracted
A Discrete Element-Based Approach to Calibrate Degradation Models of Uncertain Liquefiable Soils for the Seismic Analysis of Offshore Wind Turbines
inferred← citeshttps://doi.org/10.1002/nag.3828openalex-snapshot
Development of improved finite element formulations for pile group behavior analysis under cyclic loading
inferred← citeshttps://doi.org/10.1007/978-3-031-11898-2_83openalex-snapshot
The Effect of Soil Damping on the Soil-Pile-Structure Interaction Analyses in Liquefiable and Non-liquefiable Soils
inferred← citeshttps://doi.org/10.1007/978-3-319-63543-9_12openalex-snapshot
Modeling and Analysis of Soil-Pile Interaction for Dynamic Loading-A Review
inferred← citeshttps://doi.org/10.1007/s10518-021-01241-7openalex-snapshot
Assessment of SSI effects on stiffness of single and grouped helical piles in dry sand from large shake table tests
inferred← citeshttps://doi.org/10.1007/s10518-023-01677-zopenalex-snapshot
A dynamic p–y model for piles embedded in cohesionless soils
inferred← citeshttps://doi.org/10.1007/s10706-011-9490-1openalex-snapshot
Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading
inferred← citeshttps://doi.org/10.1007/s10706-020-01212-wopenalex-snapshot
Laterally Loading Experimental Study of Bearing Capacity Characteristics of Large-Diameter Bored Cast-in situ Deep and Long Pile
inferred← citeshttps://doi.org/10.1007/s11440-022-01471-2openalex-snapshot
Battered minipile response to low-frequency cyclic lateral loading in very dense sand
inferred← citeshttps://doi.org/10.1007/s11440-022-01647-wopenalex-snapshot
Load–deflection analysis of laterally loaded piles in unsaturated soils
inferred← citeshttps://doi.org/10.1007/s12205-017-1010-2openalex-snapshot
Nonlinear analysis of single reinforced concrete piles subjected to lateral loading
inferred← citeshttps://doi.org/10.1007/s13369-021-06036-1openalex-snapshot
On the Impact of Soil Density on Soil Reaction and Structural Responses
inferred← citeshttps://doi.org/10.1007/s41062-018-0184-xopenalex-snapshot
Geo-structural nonlinear analysis of piles for infrastructure design
inferred← citeshttps://doi.org/10.1016/j.compgeo.2026.108496openalex-snapshot
Optimized quadrature-based finite element for efficient probabilistic analysis of laterally loaded piles in spatially variable soils
inferred← citeshttps://doi.org/10.1016/j.enganabound.2020.07.006openalex-snapshot
Equivalent linear model for the lateral dynamic analysis of pile foundations considering pile-soil interface degradation
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2021.01.010openalex-snapshot
Responses of single and group piles within MSE walls under static and cyclic lateral loads
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.01.079openalex-snapshot
Seismic response of a tall tower on deep soil – A case study
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.02.061openalex-snapshot
Evaluation of lateral resistance for caisson with RC piles encased by riprap
inferred← citeshttps://doi.org/10.1016/j.kscej.2025.100328openalex-snapshot
A method for calculating the critical safety distance between a tunnel and the existing bridge pile foundation during the oblique side crossing shield construction
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2016.10.038openalex-snapshot
Bearing behavior of multiple piles for offshore wind driven generator
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.107720openalex-snapshot
Dynamic analysis of laterally loaded single piles in sandy soils considering sliding and debonding on the pile-soil interface
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.108013openalex-snapshot
Nonlinear lateral response of offshore large-diameter monopile in sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.111204openalex-snapshot
An experimental study of RC pile encased by precast RC blocks for developing integrated precast breakwater system
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.115836openalex-snapshot
Nonlinear response of laterally cyclic loaded pile in cohesionless soil based on conical strain wedge model
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.116122openalex-snapshot
Cyclic p-y curve model of piles subjected to two-way load considering the collapse and densification of sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.116370openalex-snapshot
Quasi-static tests and numerical simulations of ductile seismic behavior for scoured bridge pile group foundations considering pile uplift
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118688openalex-snapshot
Cyclic response of long flexible piles in sands incorporating the cavity expansion/contraction theory
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.120275openalex-snapshot
Development of p-y curves from numerical study of long piles in sandy slope
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.120449openalex-snapshot
Offshore wind turbine monopiles under real wind and wave conditions: Considering cyclic softening of clays
inferred← citeshttps://doi.org/10.1016/j.soildyn.2013.12.001openalex-snapshot
Comprehensive three dimensional finite element analysis, parametric study and sensitivity analysis on the seismic performance of soil–micropile-superstructure interaction
inferred← citeshttps://doi.org/10.1016/j.soildyn.2014.04.001openalex-snapshot
Generalized cyclic p–y curve modeling for analysis of laterally loaded piles
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.01.009openalex-snapshot
Seismic performance of a pile-supported wharf: Three-dimensional finite element simulation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.05.022openalex-snapshot
Impact of ground motion duration and soil non-linearity on the seismic performance of single piles
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.11.006openalex-snapshot
Performance assessment of bridge-soil-foundation system with irregular configuration considering ground motion directionality effects
inferred← citeshttps://doi.org/10.1016/j.soildyn.2020.106074openalex-snapshot
Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109387openalex-snapshot
Stiffness-proportional foundation damping to linearise soil-monopile interaction models for wind turbines
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109986openalex-snapshot
Lateral cyclic behaviors of piles installed in silt treated by vacuum preloading method (VPM) considering the one-way and two-way loading modes
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0001272openalex-snapshot
Analytical Approach for Seismic Performance of Extended Pile-Shafts
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0001918openalex-snapshot
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000905openalex-snapshot
Numerical Solution of Single Pile Subjected to Torsional Cyclic Load
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001188openalex-snapshot
Measured and Predicted Response of Pile Groups in Soft Clay Subjected to Cyclic Lateral Loading
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001202openalex-snapshot
Nondimensional Solutions for Laterally Loaded Piles in Sand Considering Nonlinear Soil–Pile Interactions
inferred← citeshttps://doi.org/10.1061/9780784412121.006openalex-snapshot
Numerical Modeling of Piles Subjected to An Underground Lateral Load
inferred← citeshttps://doi.org/10.1061/9780784413425.033openalex-snapshot
Seismic Analysis of Pile-Soil Interaction in Liquefiable Soils via Gap Elements
inferred← citeshttps://doi.org/10.1061/jbenf2.beeng-5861openalex-snapshot
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads
inferred← citeshttps://doi.org/10.1080/02533839.2013.799929openalex-snapshot
Lateral hysteretic behavior of an aluminum model pile in saturated loose sand
inferred← citeshttps://doi.org/10.1080/1064119x.2022.2029640openalex-snapshot
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling
inferred← citeshttps://doi.org/10.1080/1064119x.2022.2150103openalex-snapshot
Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation
inferred← citeshttps://doi.org/10.1080/19375247.2017.1286428openalex-snapshot
Cyclic lateral performance of helical tapered piles in silty sand
inferred← citeshttps://doi.org/10.1080/19375247.2017.1414108openalex-snapshot
A critical review: State of knowledge in seismic behaviour of helical piles
inferred← citeshttps://doi.org/10.1088/0957-4484/21/22/225704openalex-snapshot
Winkler boundary conditions for three-point bending tests on 1D nanomaterials
inferred← citeshttps://doi.org/10.11159/icgre18.1openalex-snapshot
Geo-Structural Nonlinear Analysis of Piles for Performance Based Design
inferred← citeshttps://doi.org/10.1139/cgj-2013-0099openalex-snapshot
Nonlinear cyclic behavior of laterally loaded pile in cohesive soil
inferred← citeshttps://doi.org/10.1139/t07-106openalex-snapshot
Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis
inferred← citeshttps://doi.org/10.1139/t10-026openalex-snapshot
Soil–pile separation effect on the performance of a pile group under static and dynamic lateral loads
inferred← citeshttps://doi.org/10.1139/t11-053openalex-snapshot
Simple estimation for ductility capacity of a fixed-head pile in cohesive soils
inferred← citeshttps://doi.org/10.1155/2021/6627161openalex-snapshot
Experimental Study on Pile‐Soil Interaction Response in Saturated Sand under Long‐Term Horizontal Cyclic Loading
inferred← citeshttps://doi.org/10.12989/eas.2010.1.1.129openalex-snapshot
Approximate seismic displacement capacity of piles in marine oil terminals
inferred← citeshttps://doi.org/10.12989/gae.2014.7.5.495openalex-snapshot
Performance of laterally loaded piles considering soil and interface parameters
inferred← citeshttps://doi.org/10.12989/sem.2012.42.2.269openalex-snapshot
Dynamic analysis of semi-rigidly connected and partially embedded piles via the method of reverberation-ray matrix
inferred← citeshttps://doi.org/10.1520/gtj20150136openalex-snapshot
Deflection Measurement of Bored Pile Body With Steel Bar Meters in the Lateral Load Test
inferred← citeshttps://doi.org/10.2298/fuace170420008copenalex-snapshot
Fragility and reliability analyses of soil - pile - bridge pier interaction
inferred← citeshttps://doi.org/10.25130/tjes.32.1.9openalex-snapshot
Evaluation of the Pile Group Response for Machine Foundation under Cyclic Load in Sandy Soil
inferred← citeshttps://doi.org/10.2749/222137816819258438openalex-snapshot
Equivalent Plastic Hinge Length of Extended Pile-Shafts embedded in Sand
inferred← citeshttps://doi.org/10.28991/cej-2019-03091418openalex-snapshot
The Effect of Vertical Loads and the Pile Shape on Pile Group Response under Lateral Two-Way Cyclic Loading
inferred← citeshttps://doi.org/10.3390/app12189002openalex-snapshot
Effect of Soil Damping on the Soil–Pile–Structure Interaction Analyses in Cohesionless Soils
inferred← citeshttps://doi.org/10.3390/geotechnics2030028openalex-snapshot
Energy-Based Approach: Analysis of a Laterally Loaded Pile in Multi-Layered Non-Linear Elastic Soil Strata
inferred← citeshttps://doi.org/10.3390/jmse7120430openalex-snapshot
Model Tests on the Frequency Responses of Offshore Monopiles
inferred← citeshttps://doi.org/10.3390/su141912666openalex-snapshot
Failure-Mechanism and Design Techniques of Offshore Wind Turbine Pile Foundation: Review and Research Directions
inferred← citeshttps://doi.org/10.3970/cmes.2012.087.097openalex-snapshot
A BEM Approach for Inelastic Analysis of Beam-Foundation Systems under Cyclic Loading
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.891-892.24openalex-snapshot
Offshore Pile Foundation Subjected to Lateral Cyclic Load in Layered Soil
inferred← citeshttps://doi.org/10.4203/ccp.102.212openalex-snapshot
Cyclic Inelastic Response of Beam-Foundation Systems using the Boundary Element Method
inferred← citeshttps://doi.org/10.5459/bnzsee.55.2.95-111openalex-snapshot
Experimental and numerical analysis of the lateral response of full-scale bridge piers
inferred← citeshttps://doi.org/10.56294/sctconf2024841openalex-snapshot
Estimation of The Maximum Bending Moment on Pile Group Under One-Way Cyclic Loading in Sandy Soil
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