On the public citation graph

A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression

https://doi.org/10.1139/t08-003
0 signed · 164 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.
Claim with ORCID
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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What this work says

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

inferredcites →https://doi.org/10.1002/9780470172766openalex-snapshot
Theoretical Soil Mechanics
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1994)120:11(1917)openalex-snapshot
Arching in Piled Embankments
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1995)121:6(457)openalex-snapshot
Negative Skin Friction on Piles in Layered Soil Deposits
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2002)128:1(44)openalex-snapshot
Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2007)133:5(493)openalex-snapshot
Design Charts for Piles Supporting Embankments on Soft Clay
inferredcites →https://doi.org/10.1061/40744(154)52openalex-snapshot
Numerical Analysis of Geosynthetic-Rammed Aggregate Pier Supported Embankments
inferredcites →https://doi.org/10.1061/ajgeb6.0000729openalex-snapshot
Analysis of Deformation of Vertically Loaded Piles
inferredcites →https://doi.org/10.1680/geot.1966.16.3.231openalex-snapshot
Stresses in Foundation Soils Due to Vertical Subsurface Loading

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.4474618openalex-extracted
inferred← citeshttps://doi.org/10.1002/cae.70089openalex-snapshot
A MATLAB GUI‐Based Calculation Platform for Soil Arching Effect to Assist Teaching and Learning in Soil Mechanics
inferred← citeshttps://doi.org/10.1002/nag.3001openalex-snapshot
Numerical study on the effect of rigid inclusions on existing railroads
inferred← citeshttps://doi.org/10.1002/nag.3586openalex-snapshot
Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments
inferred← citeshttps://doi.org/10.1007/978-3-319-09060-3_29openalex-snapshot
Field Monitoring of the Behavior of Pile-Net Composite Foundation in Oversize-Deep-Soft Soil
inferred← citeshttps://doi.org/10.1007/978-3-319-95744-9_15openalex-snapshot
Settlement of Composite Foundation with Sparse PTC (Pre-stressed Tubular Concrete) Capped-Piles Under Embankment
inferred← citeshttps://doi.org/10.1007/978-3-319-97112-4_139openalex-snapshot
Mechanical Behaviors of GRPS Track-Bed with Changing Water Levels and Loading Cycles
inferred← citeshttps://doi.org/10.1007/978-981-97-8229-1_31openalex-snapshot
Experimental Study of Soil Arching Effect in Compacted Clay at Unsaturated State
inferred← citeshttps://doi.org/10.1007/s10706-014-9826-8openalex-snapshot
Column Supported Embankments with Geosynthetic Encased Columns: Validity of the Unit Cell Concept
inferred← citeshttps://doi.org/10.1007/s10706-023-02654-8openalex-snapshot
Geosynthetic-Reinforced and Stone Column-Supported Embankments: Numerical and Stability Study
inferred← citeshttps://doi.org/10.1007/s11204-018-9487-3openalex-snapshot
Road Engineering Field Tests on an Artificial Crust Layer Combined with Pre-Stressed Pipe Piles over Soft Ground
inferred← citeshttps://doi.org/10.1007/s11204-024-09952-0openalex-snapshot
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths
inferred← citeshttps://doi.org/10.1007/s11440-013-0285-9openalex-snapshot
Numerical analysis of a pile–slab-supported railway embankment
inferred← citeshttps://doi.org/10.1007/s11440-019-00890-yopenalex-snapshot
The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests
inferred← citeshttps://doi.org/10.1007/s11440-020-01109-1openalex-snapshot
Centrifuge study on behavior of rigid pile composite foundation under embankment in soft soil
inferred← citeshttps://doi.org/10.1007/s11771-013-1624-6openalex-snapshot
Mechanical analysis of fixed geosynthetic technique of GRPS embankment
inferred← citeshttps://doi.org/10.1007/s11803-018-0464-7openalex-snapshot
Model tests on XCC-piled embankment under dynamic train load of high-speed railways
inferred← citeshttps://doi.org/10.1007/s12205-016-0605-3openalex-snapshot
An integrated method for analyzing load transfer in geosynthetic-reinforced and pile-supported embankment
inferred← citeshttps://doi.org/10.1007/s12205-022-0843-5openalex-snapshot
An Iterative Computing Method for Load Effect of Bidirectional Reinforced Embankment
inferred← citeshttps://doi.org/10.1007/s12517-021-06841-wopenalex-snapshot
Impact of cement–soil pile driven in railway subgrade horizontally on ground vibration
inferred← citeshttps://doi.org/10.1007/s40098-024-00940-7openalex-snapshot
Investigation on Load Transfer in Geosynthetic-Reinforced Pile-Supported Embankments
inferred← citeshttps://doi.org/10.1007/s40098-025-01463-5openalex-snapshot
3D Numerical Investigation of the Behavior of an Embankment Resting on a Compressible Soil Reinforced with Rigid Inclusions
inferred← citeshttps://doi.org/10.1007/s40515-021-00222-2openalex-snapshot
Estimating Static and Dynamic Stress Distribution in a Railway Embankment Reinforced by Geogrid and Supported by Pile System
inferred← citeshttps://doi.org/10.1007/s40534-021-00236-zopenalex-snapshot
Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile–soil interaction
inferred← citeshttps://doi.org/10.1007/s40891-020-0190-xopenalex-snapshot
Theoretical Solution for Consolidation Settlement of Pile-Net Composite Foundation Under Embankment Load
inferred← citeshttps://doi.org/10.1007/s40999-021-00611-1openalex-snapshot
An Analytical Model to Study the Behavior of Non-connected Piled Rafts with Granular Cushion Subjected to Vertical Load
inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.04.007openalex-snapshot
DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments
inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.11.014openalex-snapshot
A simplified 2-D evaluation method of the arching effect for geosynthetic-reinforced and pile-supported embankments
inferred← citeshttps://doi.org/10.1016/j.compgeo.2017.07.027openalex-snapshot
A simplified axisymmetric model for column supported embankment systems
inferred← citeshttps://doi.org/10.1016/j.compgeo.2018.02.007openalex-snapshot
Classification and characteristics of soil arching structures in pile-supported embankments
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103260openalex-snapshot
Plasticity solution for the limit vertical pressure of a single rigid pile with a pile cap in soft soil
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103365openalex-snapshot
Simplified method for estimating vertical stress-settlement responses of piled embankments on soft soils
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103662openalex-snapshot
Effect of particle shape on the development of 2D soil arching
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104039openalex-snapshot
Evaluation of geosynthetic-encased column-supported embankments with emphasis on penetration of column toe
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105517openalex-snapshot
Extended concentric arches model for piled beam-supported embankments
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106184openalex-snapshot
A simplified model for energy pile-supported embankment
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106783openalex-snapshot
Transformer-based settlement prediction model of pile composite foundation under embankment loading
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107078openalex-snapshot
Development and validation of deformation-dependent theoretical model for soil arching effect under unloading
inferred← citeshttps://doi.org/10.1016/j.enganabound.2019.04.016openalex-snapshot
Coupled horizontal and rocking vibration, and seismic shear-wave scattering of a piled plate on a transversely isotropic half-space
inferred← citeshttps://doi.org/10.1016/j.enggeo.2012.11.006openalex-snapshot
Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2011.11.002openalex-snapshot
Model experiments on piled embankments. Part I
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2011.11.003openalex-snapshot
Model experiments on piled embankments. Part II
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2013.07.005openalex-snapshot
An analytical model for arching in piled embankments
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2014.10.005openalex-snapshot
Large-scale tests of pile-supported earth platform with and without geogrid
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2015.05.003openalex-snapshot
Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2015.08.001openalex-snapshot
Tensile force of geogrids embedded in pile-supported reinforced embankment: A full-scale experimental study
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2019.01.006openalex-snapshot
A closed-form solution for column-supported embankments with geosynthetic reinforcement
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2019.103489openalex-snapshot
Investigation on geogrid reinforcement and pile efficacy in geosynthetic-reinforced pile-supported track-bed
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2019.103504openalex-snapshot
Geosynthetic-reinforced pile-supported embankments with caps in a triangular pattern over soft clay
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2019.12.005openalex-snapshot
Numerical study of creep effects on settlements and load transfer mechanisms of soft soil improved by deep cement mixed soil columns under embankment load
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2021.03.005openalex-snapshot
Analytical solutions for geosynthetic-encased stone column-supported embankments with emphasis on nonlinear behaviours of columns
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2022.07.005openalex-snapshot
Reinforcement load in geosynthetic-reinforced pile-supported model embankments
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2022.12.001openalex-snapshot
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2023.07.001openalex-snapshot
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments
inferred← citeshttps://doi.org/10.1016/j.rineng.2026.111374openalex-snapshot
A simplified semi-analytical solution for deformation analyses of geosynthetic-encased granular columns
inferred← citeshttps://doi.org/10.1016/j.sandf.2014.11.002openalex-snapshot
Displacements of column-supported embankments over soft clay after widening considering soil consolidation and column layout: Numerical analysis
inferred← citeshttps://doi.org/10.1016/j.sandf.2018.08.007openalex-snapshot
Effectiveness of CFG pile-slab structure on soft soil for supporting high-speed railway embankment
inferred← citeshttps://doi.org/10.1016/j.sandf.2023.101422openalex-snapshot
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening
inferred← citeshttps://doi.org/10.1016/j.trgeo.2020.100399openalex-snapshot
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil
inferred← citeshttps://doi.org/10.1016/j.trgeo.2022.100795openalex-snapshot
A Field Study on the Arching Behavior of a Geogrid-Reinforced Floating Pile-Supported Embankment
inferred← citeshttps://doi.org/10.1016/j.trgeo.2022.100923openalex-snapshot
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101007openalex-snapshot
Effect of non-simultaneous movement of adjacent twin-trapdoor on soil arching effect through discrete-element method simulation
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101276openalex-snapshot
Upward soil arching effect under unloading: mechanism, theory and engineering application
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101459openalex-snapshot
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101478openalex-snapshot
An analytical solution for settlement of pile-supported reinforced low embankment considering lateral friction along pile shaft
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101781openalex-snapshot
A modified soil arching model for pile-supported embankments: integrating cohesive fill and geosynthetic membrane effects
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101792openalex-snapshot
A deep learning framework incorporating physical knowledge for predicting surface settlement of pile-supported embankment
inferred← citeshttps://doi.org/10.1016/j.tust.2025.107387openalex-snapshot
Analytical method for tunnel deformation and internal forces during uplift
inferred← citeshttps://doi.org/10.1016/j.tust.2026.107550openalex-snapshot
Theoretical analysis for ground stress and tunnel deformation during surcharge-induced consolidation considering arching effect
inferred← citeshttps://doi.org/10.1016/j.undsp.2019.03.001openalex-snapshot
Experimental study on geosynthetic-reinforced sand fill over marine clay with or without deep cement mixed soil columns under different loadings
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0001733openalex-snapshot
Uncertainty Analysis in Predicting Differential Settlement at the Interface between Bridge Deck and Subgrade
inferred← citeshttps://doi.org/10.1061/(asce)em.1943-7889.0001794openalex-snapshot
Simplified Model of Column-Supported Embankment to Account for Nonuniform Deformations of Soils
inferred← citeshttps://doi.org/10.1061/(asce)em.1943-7889.0001994openalex-snapshot
Coupling-Based Elastic Solution of Arching Evolution for GRPSE
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000177openalex-snapshot
Application of the Modified Goodman Model in Soil Nailing
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000579openalex-snapshot
Experimental Analysis of Embankment on Ordinary and Encased Stone Columns
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000926openalex-snapshot
Analytical Solution for Reinforced Piled Embankments on Elastoplastic Consolidated Soil
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001293openalex-snapshot
Simple Method to Predict Settlement of Composite Foundation under Embankment
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001318openalex-snapshot
3D Numerical Modeling of Foundation Solutions for Wind Turbines
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001354openalex-snapshot
3D Numerical Modeling of a Piled Embankment under Cyclic Loading
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001668openalex-snapshot
Consolidation Analysis of Soft Ground Improved by Stone Columns Incorporating Foundation Stiffness
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001929openalex-snapshot
Improved Analytical Soil Arching Model for the Design of Piled Embankments
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002205openalex-snapshot
Settlement and Stress Analysis of Soil–Cement Column-Reinforced Foundation under an In Situ Stabilized Layer
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002441openalex-snapshot
Three-Dimensional Modeling on Load-Transferring Mechanism of Rigid Pile–Net Composite Foundation
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002584openalex-snapshot
Integrated Analytical Model for Characterizing Stress Distribution of Geosynthetic-Reinforced and Pile-Supported Embankments
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000026openalex-snapshot
Coupled Mechanical and Hydraulic Modeling of Geosynthetic-Reinforced Column-Supported Embankments
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000295openalex-snapshot
Field Tests on Pile-Supported Embankments over Soft Ground
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002056openalex-snapshot
Estimating Static and Dynamic Stresses in Geosynthetic-Reinforced Pile-Supported Track-Bed under Train Moving Loads
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002130openalex-snapshot
Settlement and Vertical Load Transfer in Column-Supported Embankments
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002190openalex-snapshot
Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading
inferred← citeshttps://doi.org/10.1061/41025(338)3openalex-snapshot
Theoretical Study and Field Tests on Pile-Supported Embankments over Soft Ground
inferred← citeshttps://doi.org/10.1061/41184(419)250openalex-snapshot
In Situ Test on Pile-Soil Stress Ratio of CFG Pile Composite Foundation under Embankment Load
inferred← citeshttps://doi.org/10.1061/9780784412138.0003openalex-snapshot
Column-Supported Embankments: Settlement and Load Transfer
inferred← citeshttps://doi.org/10.1061/9780784412350.0004openalex-snapshot
Design of Deep Mixing for Support of Levees and Floodwalls
inferred← citeshttps://doi.org/10.1061/9780784481592.034openalex-snapshot
A Case Study of Settlement and Load Transfer at Depth Beneath Column-Supported Embankments
inferred← citeshttps://doi.org/10.1061/9780784482162.004openalex-snapshot
Load Displacement Compatibility Method for Design of Column-Supported Embankments: Comparison to Case Histories
inferred← citeshttps://doi.org/10.1061/9780784482742.090openalex-snapshot
Soil Arching Effect in High-Speed Railway GRPS Embankment Subjected to Long-Term Traffic Loading
inferred← citeshttps://doi.org/10.1061/9780784485965.014openalex-snapshot
Revisiting the Global Stability Analysis of Column-Supported Embankments
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-10283openalex-snapshot
Performance of Geosynthetic-Encased Stone Columns in Sandy Soils Subjected to Vertical Cyclic Loads
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-7899openalex-snapshot
A New Calculation Method for Life Cycle Settlement of Soft Ground with Creep Treated by Columns
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-10586openalex-snapshot
Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11314openalex-snapshot
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns
inferred← citeshttps://doi.org/10.1080/10298436.2023.2171036openalex-snapshot
Lateral deformation of expressway embankment on the Qinghai–Tibet Plateau: field observation and theoretical model
inferred← citeshttps://doi.org/10.1080/1064119x.2010.532700openalex-snapshot
Performance of Cement-Fly Ash-Gravel Pile-Supported High-Speed Railway Embankments over Soft Marine Clay
inferred← citeshttps://doi.org/10.1080/1064119x.2018.1523973openalex-snapshot
Role of piles in mitigating the movement of pipes in soft grounds during embankment loading
inferred← citeshttps://doi.org/10.1080/19648189.2021.1916603openalex-snapshot
A simplified prediction method for additional stress on underlying layer of rigid pile-net composite foundation
inferred← citeshttps://doi.org/10.1080/19648189.2022.2035259openalex-snapshot
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness
inferred← citeshttps://doi.org/10.1080/19648189.2023.2190400openalex-snapshot
Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results
inferred← citeshttps://doi.org/10.1080/19648189.2026.2688331openalex-snapshot
An analytical model of geosynthetic-reinforcement pile-supported embankments simultaneously considering pile–soil differential settlement and geosynthetic-soil interface friction
inferred← citeshttps://doi.org/10.1080/23248378.2022.2032853openalex-snapshot
Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration
inferred← citeshttps://doi.org/10.1139/cgj-2019-0205openalex-snapshot
Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry
inferred← citeshttps://doi.org/10.1139/cjce-2016-0040openalex-snapshot
Evaluation of the contact pressure and response of a buried structure with a flat roof
inferred← citeshttps://doi.org/10.1155/2017/3856864openalex-snapshot
Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
inferred← citeshttps://doi.org/10.1155/2019/4942578openalex-snapshot
Evaluation of Geomembrane Effect Based on Mobilized Shear Stress due to Localized Sinking
inferred← citeshttps://doi.org/10.1155/2020/2637651openalex-snapshot
Failure and Remediation of an Embankment on Rigid Column‐Improved Soft Soil: Case Study
inferred← citeshttps://doi.org/10.1155/2021/5567391openalex-snapshot
Study on Long‐Term Performance of Geogrid‐Reinforced and Pile‐Supported Embankment at Bridge Approach
inferred← citeshttps://doi.org/10.1155/2023/5039439openalex-snapshot
Numerical Analysis of a Dual-Layer Geosynthetic-Encased Stone Column Installed in Soft Soil
inferred← citeshttps://doi.org/10.1177/0361198120924008openalex-snapshot
Long-Term Stability of High-Speed Railway Geosynthetic Reinforced Pile-Supported Embankment Subjected to Traffic Loading Considering Arching Effect
inferred← citeshttps://doi.org/10.1201/9781003413790-17openalex-snapshot
Investigation on evolutions of soil arching developed in a pile-supported embankment considering geogrid
inferred← citeshttps://doi.org/10.12989/sem.2015.56.4.507openalex-snapshot
Soil arching analysis in embankments on soft clays reinforced by stone columns
inferred← citeshttps://doi.org/10.1371/journal.pone.0290878openalex-snapshot
Research on the bearing behavior of single pile in self-weight collapsible loess areas
inferred← citeshttps://doi.org/10.1520/gtj20120229openalex-snapshot
Field-Scale Column-Supported Embankment Test Facility
inferred← citeshttps://doi.org/10.1520/gtj20180237openalex-snapshot
Vertical Load Transfer Behavior of Composite Foundation and Its Responses to Adjacent Excavation: Centrifuge Model Test
inferred← citeshttps://doi.org/10.1520/jte20160324openalex-snapshot
Soil Arching Effect Analysis via a Modified Finite Element Model Based on a Field Test
inferred← citeshttps://doi.org/10.1631/jzus.a12isgt4openalex-snapshot
A semi-analytical method for the analysis of pile-supported embankments
inferred← citeshttps://doi.org/10.1680/grim.13.00016openalex-snapshot
Recent research and development of ground column technologies
inferred← citeshttps://doi.org/10.1680/jgeen.19.00136openalex-snapshot
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit
inferred← citeshttps://doi.org/10.1680/jgein.15.00038openalex-snapshot
Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankments
inferred← citeshttps://doi.org/10.1680/jgein.18.00039openalex-snapshot
3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading
inferred← citeshttps://doi.org/10.1680/jgein.19.00009openalex-snapshot
Centrifuge model studies on the settlement response of geosynthetic piled embankments
inferred← citeshttps://doi.org/10.1680/jgein.19.00015openalex-snapshot
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions
inferred← citeshttps://doi.org/10.1680/jgein.19.00022openalex-snapshot
Load transfer mechanism in geosynthetic reinforced column-supported embankments
inferred← citeshttps://doi.org/10.1680/jgein.20.00005openalex-snapshot
Geosynthetic-reinforced pile-supported embankments: state of the art
inferred← citeshttps://doi.org/10.1680/jgein.23.00191openalex-snapshot
Load transfer mechanism of floating pile-supported embankments under cyclic loading
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.127openalex-snapshot
Mathematical modelling of the mechanical response of earth embankments on piled foundations
inferred← citeshttps://doi.org/10.1680/jgeot.24.01090openalex-snapshot
Mathematical model for piled embankments on saturated soft clay
inferred← citeshttps://doi.org/10.1680/jgere.18.00002openalex-snapshot
Two-dimensional physical modelling of soil displacements above trapdoors
inferred← citeshttps://doi.org/10.17576/jsm-2017-4611-25openalex-snapshot
Comparative Analysis of Load Responses and Deformation for Crust Composite Foundation and Pile-supported Embankment
inferred← citeshttps://doi.org/10.17762/turcomat.v12i2.2360openalex-snapshot
“Effectiveness Of Cfg Pile-Slab Shape On Smooth Soil For Supporting Excessive-Pace Railway Embankment”
inferred← citeshttps://doi.org/10.18690/actageotechslov.15.1.55-75.2018openalex-snapshot
A simplified method to analyze pile-supported and geosynthetic-reinforced embankments and the influence significance analysis of the design parameters
inferred← citeshttps://doi.org/10.21203/rs.3.rs-4120804/v1openalex-snapshot
Experimental study on the engineering characteristics of include-straight double-row piles at the edge of the embankment
inferred← citeshttps://doi.org/10.30684/etj.2021.132023.1083openalex-snapshot
3D Numerical modeling of Soft soil Improved by Rigid Inclusions Supported an Embankment
inferred← citeshttps://doi.org/10.31026/j.eng.2014.07.05openalex-snapshot
An Experimental Analysis of Embankment on Stone Columns
inferred← citeshttps://doi.org/10.31390/gradschool_theses.5406openalex-snapshot
Finite Element Numerical Modeling and Parametric Study of Geosynthetic Reinforced Pile-Supported Embankments
inferred← citeshttps://doi.org/10.3141/2511-03openalex-snapshot
Analysis of Pile-Supported Embankments that Considers Compatibility of Soil Settlement and Strain in Load Transfer Platforms
inferred← citeshttps://doi.org/10.3208/jgssp.v05.035openalex-snapshot
Group effect on soil arching in geogrid-reinforced pile-supported embankments
inferred← citeshttps://doi.org/10.3390/app9132658openalex-snapshot
A Theoretical Solution for Pile-Supported Embankment with a Conical Pile-Head
inferred← citeshttps://doi.org/10.3390/buildings14010126openalex-snapshot
The Soil-Arching Effect in Pile-Supported Embankments: A Review
inferred← citeshttps://doi.org/10.3390/buildings14071954openalex-snapshot
Settlement Calculation of Semi-Rigid Pile Composite Foundation on Ultra-Soft Soil under Embankment Load
inferred← citeshttps://doi.org/10.3390/buildings15030395openalex-snapshot
Critical Filling Height of Embankment over Soft Soil: A Three-Dimensional Upper-Bound Limit Analysis
inferred← citeshttps://doi.org/10.3390/buildings15071086openalex-snapshot
An Enhanced Load-Transfer Model for Pile-Supported Embankments Incorporating Slip Between Pile and Soil
inferred← citeshttps://doi.org/10.3390/civileng6030035openalex-snapshot
Study on Bearing Characteristics of DMJ Group Pile Composite Foundation Under Embankment Loading
inferred← citeshttps://doi.org/10.3390/su13052509openalex-snapshot
A Critical Review on the Performance of Pile-Supported Rail Embankments under Cyclic Loading: Numerical Modeling Approach
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.178-181.1396openalex-snapshot
Load Transfer Mechanism of Embankment Supported by Sparse Piles
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.501-504.124openalex-snapshot
Analysis on Pile-Soil Stress Ratio of Composite Foundation with Sparse Capped-Piles under Lime-Soil Embankment Load
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amr.250-253.2575openalex-snapshot
Practical Method for the Pile Composite Ground under Flexible Foundation Based on Super-Substructure Interaction
inferred← citeshttps://doi.org/10.5829/ije.2024.37.04a.03openalex-snapshot
Numerical Studies on Performance of Helical Pile-supported Embankments Over Soft Clay
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.