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A study of a new foundation model

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

inferredcites →https://doi.org/10.1002/zamm.19280080203openalex-snapshot
Zweidimensionale Probleme der Elastizitätstheorie
inferredcites →https://doi.org/10.1061/jmcea3.0000219openalex-snapshot
Viscoelastic Winkler Foundation with Shear Interactions
inferredcites →https://doi.org/10.1115/1.3629667openalex-snapshot
Elastic and Viscoelastic Foundation Models
inferredcites →https://doi.org/10.1115/1.4011704openalex-snapshot
A Note on Deflections of Plates on a Viscoelastic Foundation

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.4529068openalex-extracted
Using a Rectangular Thick-Plate Model to Determine the Critical Bending Stresses of Ultra-Thin Whitetopping (Utw) Pavements
inferred← citeshttps://doi.org/10.2139/ssrn.4863421openalex-extracted
Lateral Inertial Soil-Pile Interaction Using a Complete Multi-Parameter Analytical Foundation Model
inferred← citeshttps://doi.org/10.1002/(sici)1096-9853(199608)20:8<595::aid-nag835>3.0.co;2-9openalex-snapshot
A STUDY ON A NEW MECHANICAL MODEL FOR FOUNDATIONS AND ITS ELASTIC SETTLEMENT RESPONSE
inferred← citeshttps://doi.org/10.1002/9781119592945.refsopenalex-snapshot
References
inferred← citeshttps://doi.org/10.1002/nag.2318openalex-snapshot
A generalized model for geosynthetic reinforced railway tracks resting on soft clays
inferred← citeshttps://doi.org/10.1002/nag.3457openalex-snapshot
Approximate analytical solution of tunneling‐induced responses of a soil–foundation system using contact mechanics
inferred← citeshttps://doi.org/10.1002/nag.3460openalex-snapshot
Simplified method for evaluating the response of existing tunnel induced by adjacent excavation
inferred← citeshttps://doi.org/10.1002/nag.3702openalex-snapshot
Simplified method for evaluating tunnel response induced by a new tunnel excavation underneath
inferred← citeshttps://doi.org/10.1002/nag.3766openalex-snapshot
Simplified method for estimating the impact of the underlying tunnel excavation on existing tunnel
inferred← citeshttps://doi.org/10.1002/nag.3836openalex-snapshot
Analytical Solution to Estimate the Effect of Underlying Tunnel Excavations on the Existing Tunnel
inferred← citeshttps://doi.org/10.1002/nag.70413openalex-snapshot
Analytical Method for Longitudinal Response of Shield Tunnels Under Arbitrary Loading Based on the Kerr Foundation Model
inferred← citeshttps://doi.org/10.1002/nag.717openalex-snapshot
Free vibrations of simply supported double plate on two models of elastic soils
inferred← citeshttps://doi.org/10.1002/nme.2003openalex-snapshot
Vibration analysis of beams with non‐local foundations using the finite element method
inferred← citeshttps://doi.org/10.1002/zamm.201300030openalex-snapshot
Force‐based derivation of exact stiffness matrix for beams onWinkler‐Pasternak foundation
inferred← citeshttps://doi.org/10.1002/zamm.201900162openalex-snapshot
A Kerr‐type elastic foundation model for the buckling analysis of a beam bonded on an elastic layer
inferred← citeshttps://doi.org/10.1002/zamm.70602openalex-snapshot
Free Vibration of Kerr‐Supported Nonlocal Functionally Graded Nanobeams: Support‐Dependent Foundation–Nonlocality Balance via the Initial Value Method
inferred← citeshttps://doi.org/10.1006/jsvi.1999.2703openalex-snapshot
ON NATURAL FREQUENCIES OF A TRANSVERSELY ISOTROPIC CYLINDRICAL PANEL ON A KERR FOUNDATION
inferred← citeshttps://doi.org/10.1007/978-3-031-34632-3_12openalex-snapshot
Stability Optimization of Axially Compressed Rods on Elastic Foundations
inferred← citeshttps://doi.org/10.1007/978-3-031-65407-7_7openalex-snapshot
Review of Dynamic Soil-Structure Interaction Models
inferred← citeshttps://doi.org/10.1007/978-3-031-82133-2_38openalex-snapshot
A Review on Soil-Structure Interaction on Composite Structure
inferred← citeshttps://doi.org/10.1007/978-3-319-61642-1_7openalex-snapshot
The Evolution of Analysis Methods for Laterally Loaded Piles Through Time
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/10.1007/978-3-319-97112-4_86openalex-snapshot
On the Pseudo-Coupled Winkler Spring Approach for Soil-Mat Foundation Interaction Analysis
inferred← citeshttps://doi.org/10.1007/978-3-642-31671-5_48openalex-snapshot
Estimating the Effects of Shield Tunnelling on Buried Pipelines Based on a Kerr Foundation Model
inferred← citeshttps://doi.org/10.1007/978-981-10-7721-0_7openalex-snapshot
Modeling and Behavior of Geosynthetics-Reinforced Foundation
inferred← citeshttps://doi.org/10.1007/978-981-13-2405-5_2openalex-snapshot
Stochastic Finite Element Analysis of Nonlinear Beam on Winkler-Pasternack Foundation
inferred← citeshttps://doi.org/10.1007/978-981-15-7222-7_40openalex-snapshot
Low Fidelity Numerical Models for Evaluation of Subgrade Reaction: A Review
inferred← citeshttps://doi.org/10.1007/bf00537376openalex-snapshot
On the formal development of elastic foundation models
inferred← citeshttps://doi.org/10.1007/bf00945307openalex-snapshot
Green's functions for continuously supported plates
inferred← citeshttps://doi.org/10.1007/bf01176928openalex-snapshot
On the Vlasov and Kerr foundation models
inferred← citeshttps://doi.org/10.1007/bf01208788openalex-snapshot
An approximate technique for evaluating the closures due to mining
inferred← citeshttps://doi.org/10.1007/bf01213025openalex-snapshot
A mathematical model of saltation
inferred← citeshttps://doi.org/10.1007/s00161-025-01358-zopenalex-snapshot
Vibration analysis of thermoelastic micro-beams on a Pasternak foundation with two parameters using the Moore–Gibson–Thompson heat conduction model
inferred← citeshttps://doi.org/10.1007/s00366-025-02106-2openalex-snapshot
Vibration analysis of functionally graded sandwich porous plates with arbitrary boundary conditions: a new general viscoelastic Winkler–Pasternak foundation approach
inferred← citeshttps://doi.org/10.1007/s00419-012-0650-4openalex-snapshot
A non-local two-dimensional foundation model
inferred← citeshttps://doi.org/10.1007/s00419-014-0918-yopenalex-snapshot
Effect of soil–structure interaction on the nonlinear response of an inextensional beam on elastic foundation
inferred← citeshttps://doi.org/10.1007/s00419-021-02090-1openalex-snapshot
Generalized foundation Timoshenko beam and its calculating methods
inferred← citeshttps://doi.org/10.1007/s00419-022-02161-xopenalex-snapshot
Elasticity problems of beams on reaction-driven nonlocal foundation
inferred← citeshttps://doi.org/10.1007/s004190050225openalex-snapshot
Dynamics of thin periodic plates resting on a periodically inhomogeneous Winkler foundation
inferred← citeshttps://doi.org/10.1007/s00707-015-1508-yopenalex-snapshot
Analytical solution for the elastic bending of beams lying on a variable Winkler support
inferred← citeshttps://doi.org/10.1007/s00707-024-04016-8openalex-snapshot
Prestressed vibration and buckling analysis of graphene platelets reinforced composite plates using the dynamic stiffness method
inferred← citeshttps://doi.org/10.1007/s10409-011-0411-6openalex-snapshot
Modified Muravskii model for elastic foundations
inferred← citeshttps://doi.org/10.1007/s10665-023-10263-wopenalex-snapshot
Hygrothermal vibration control of cross-ply magneto-viscoelastic beams resting on Kerr’s foundations
inferred← citeshttps://doi.org/10.1007/s10706-004-7548-zopenalex-snapshot
Modeling of Beams on Reinforced Granular Beds
inferred← citeshttps://doi.org/10.1007/s10706-014-9828-6openalex-snapshot
Settlement Uncertainty Analysis for Continuous Spread Footing on Elastic Soil
inferred← citeshttps://doi.org/10.1007/s10706-025-03209-9openalex-snapshot
Pile Response to Tunnelling Using a Nonlinear Kerr Foundation Model
inferred← citeshttps://doi.org/10.1007/s10999-025-09795-zopenalex-snapshot
Thermo-electro-magneto-mechanical vibration analysis of sandwich plates with graphene oxide powder reinforced composite core and magneto-electro-elastic face sheets resting on Kerr foundation
inferred← citeshttps://doi.org/10.1007/s11071-014-1297-1openalex-snapshot
Parametric resonances in the two-to-one resonant beams on elastic foundation
inferred← citeshttps://doi.org/10.1007/s11071-019-04977-9openalex-snapshot
Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications
inferred← citeshttps://doi.org/10.1007/s11629-023-8335-8openalex-snapshot
A semi-infinite beam theoretical model on predicting rock slope subsidence induced by underground mining
inferred← citeshttps://doi.org/10.1007/s11803-021-2043-6openalex-snapshot
Energy-based dynamic parameter identification for Pasternak foundation model
inferred← citeshttps://doi.org/10.1007/s11831-020-09505-2openalex-snapshot
Finite Element Modeling of Soil Structure Interaction System with Interface: A Review
inferred← citeshttps://doi.org/10.1007/s12046-024-02488-xopenalex-snapshot
Mechanical response analysis of buried natural gas pipelines due to excavation unloading
inferred← citeshttps://doi.org/10.1007/s12205-013-1606-0openalex-snapshot
Nonlinear Winkler-based beam element with improved displacement shape functions
inferred← citeshttps://doi.org/10.1007/s12205-014-0278-8openalex-snapshot
Analysis of stressed Timoshenko beams on two parameter foundations
inferred← citeshttps://doi.org/10.1007/s12205-019-0791-xopenalex-snapshot
Analytical Prediction for Tunnel-Soil-Pile Interaction Mechanics based on Kerr Foundation Model
inferred← citeshttps://doi.org/10.1007/s12665-015-4490-8openalex-snapshot
Measurement of the movement parameters of saltating sand over a flat sand bed using a high-speed digital camera
inferred← citeshttps://doi.org/10.1007/s12665-017-6540-xopenalex-snapshot
Influence of soil spatial variability on possible dysfunction and failure of buried pipe, case study in Pessac city, France
inferred← citeshttps://doi.org/10.1007/s12665-026-12978-2openalex-snapshot
Analytical solution for deformation of an existing tunnel induced by undercrossing twin tunnels considering rotational and shearing effects of joints
inferred← citeshttps://doi.org/10.1007/s13296-018-0126-7openalex-snapshot
Buckling Uncertainty Analysis for Steel Pipelines Buried in Elastic Soil Using FOSM and MCS Methods
inferred← citeshttps://doi.org/10.1007/s13369-016-2071-0openalex-snapshot
Analytical Solutions for Timoshenko Beam-Columns on Elastic Foundations
inferred← citeshttps://doi.org/10.1007/s13369-017-2449-7openalex-snapshot
Nonlinear Analysis of Deep Beam Resting on Linear and Nonlinear Random Soil
inferred← citeshttps://doi.org/10.1007/s13369-019-03894-8openalex-snapshot
Nonlinear Hygro-Thermo-Mechanical Analysis of Functionally Graded Plates Using a Fifth-Order Plate Theory
inferred← citeshttps://doi.org/10.1007/s40515-026-00875-xopenalex-snapshot
Analysis of Longitudinal Deformation of Existing Tunnel Caused by New Shield Tunneling Based on Timoshenko-Kerr Model
inferred← citeshttps://doi.org/10.1007/s41062-022-00942-5openalex-snapshot
Seismic response assessment of building structures with underground stories: a state-of-the-art review
inferred← citeshttps://doi.org/10.1007/s41062-025-01926-xopenalex-snapshot
Implementation of the discrete area method and its impact on the steel reinforcement of large mat foundations
inferred← citeshttps://doi.org/10.1016/0020-7225(71)90002-4openalex-snapshot
Dynamic response of a rigid circular plate on a Kerr-type foundation model
inferred← citeshttps://doi.org/10.1016/0020-7403(71)90028-2openalex-snapshot
Forced vibrations of a rigid body on a three-parameter foundation
inferred← citeshttps://doi.org/10.1016/0020-7403(76)90042-4openalex-snapshot
The response of a rigid circular plate resting on an idealized elastic-plastic foundation
inferred← citeshttps://doi.org/10.1016/0020-7683(72)90084-4openalex-snapshot
Dynamic analysis of an inertial foundation model
inferred← citeshttps://doi.org/10.1016/0022-460x(76)90710-0openalex-snapshot
The influence of a wieghardt type elastic foundation on the stability of some beams subjected to distributed tangential forces
inferred← citeshttps://doi.org/10.1016/0045-7825(85)90128-8openalex-snapshot
Analysis of beams on BI-moduli elastic foundation
inferred← citeshttps://doi.org/10.1016/0045-7949(86)90226-9openalex-snapshot
Analysis of a beam column on elastic foundation
inferred← citeshttps://doi.org/10.1016/0045-7949(95)00129-5openalex-snapshot
Equivalences in the soil-structure interaction
inferred← citeshttps://doi.org/10.1016/0169-555x(95)00091-iopenalex-snapshot
Evolution of a dune from crescentic to parabolic form in response to short-term climatic changes: Råbjerg Mile, Skagen Odde, Denmark
inferred← citeshttps://doi.org/10.1016/0266-1144(94)00018-9openalex-snapshot
A generalized mechanical model for geosynthetic-reinforced foundation soil
inferred← citeshttps://doi.org/10.1016/0270-0255(87)90635-xopenalex-snapshot
A new model for nonlinear subgrades
inferred← citeshttps://doi.org/10.1016/b978-0-08-021923-3.50019-xopenalex-snapshot
THE MECHANICS OF RAIL FASTENERS FOR CONCRETE SLAB TRACK
inferred← citeshttps://doi.org/10.1016/b978-0-444-41663-6.50018-xopenalex-snapshot
References
inferred← citeshttps://doi.org/10.1016/j.advengsoft.2006.08.034openalex-snapshot
Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling
inferred← citeshttps://doi.org/10.1016/j.aeolia.2009.02.001openalex-snapshot
Protocols for characterizing aeolian mass-flux profiles
inferred← citeshttps://doi.org/10.1016/j.aeolia.2011.07.006openalex-snapshot
On aeolian transport: Grain-scale interactions, dynamical mechanisms and scaling laws
inferred← citeshttps://doi.org/10.1016/j.apm.2020.06.064openalex-snapshot
Modeling and modal analysis of non-uniform multi-span oil-conveying pipes with elastic foundations and attachments
inferred← citeshttps://doi.org/10.1016/j.apm.2022.12.026openalex-snapshot
Weak-form differential quadrature element analysis of plate on a tensionless and frictional foundation using a higher-order kinematics
inferred← citeshttps://doi.org/10.1016/j.apm.2023.01.031openalex-snapshot
Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints
inferred← citeshttps://doi.org/10.1016/j.apor.2018.09.004openalex-snapshot
Marine pipeline–seabed interaction modeling based on Kerr-type foundation
inferred← citeshttps://doi.org/10.1016/j.commatsci.2010.10.005openalex-snapshot
Free transverse vibration of an axially loaded non-prismatic single-walled carbon nanotube embedded in a two-parameter elastic medium
inferred← citeshttps://doi.org/10.1016/j.compgeo.2004.10.003openalex-snapshot
Longitudinal variability of soils and structural response of sewer networks
inferred← citeshttps://doi.org/10.1016/j.compgeo.2009.11.006openalex-snapshot
Nonlinear finite element modeling of beams on two-parameter foundations
inferred← citeshttps://doi.org/10.1016/j.compgeo.2012.09.015openalex-snapshot
Simplified uncertainties analysis of continuous buried steel pipes on an elastic foundation in the presence of low stiffness zones
inferred← citeshttps://doi.org/10.1016/j.compgeo.2014.11.010openalex-snapshot
Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103618openalex-snapshot
Extension of Winkler’s solution to non-isothermal conditions for capturing the behaviour of plane geostructures subjected to thermal and mechanical actions
inferred← citeshttps://doi.org/10.1016/j.compgeo.2020.103740openalex-snapshot
Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104319openalex-snapshot
Analysis of the existing pile response induced by adjacent pile driving in undrained clay
inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.104933openalex-snapshot
Discussion on “The modified Vlasov model on a nonhomogeneous and nonlinear soil layer” by Volkan Isbuga, Mehmet Cerezci and M. Zulfu Asik
inferred← citeshttps://doi.org/10.1016/j.compgeo.2026.108347openalex-snapshot
Two simplified analysis methods for horizontal displacement of pile groups under tunneling considering pile head displacements synergy
inferred← citeshttps://doi.org/10.1016/j.compstruc.2006.11.030openalex-snapshot
Exact matrices for beams on three-parameter elastic foundation
inferred← citeshttps://doi.org/10.1016/j.compstruc.2009.11.001openalex-snapshot
Vibration of Timoshenko beams on three-parameter elastic foundation
inferred← citeshttps://doi.org/10.1016/j.compstruc.2025.107835openalex-snapshot
Calculations of internal forces and rational reinforcement of raft foundation resting on Kerr-equivalent Pasternak ground
inferred← citeshttps://doi.org/10.1016/j.compstruct.2013.04.020openalex-snapshot
A generalized Vlasov-Jones foundation model for micromechanics studies of syntactic foams
inferred← citeshttps://doi.org/10.1016/j.compstruct.2021.113880openalex-snapshot
On the piezoelectric effect on stability of symmetric FGM porous nanobeams
inferred← citeshttps://doi.org/10.1016/j.compstruct.2022.116205openalex-snapshot
Forced and free vibration of magnetostrictive laminated sandwich beams on Kerr’s foundations
inferred← citeshttps://doi.org/10.1016/j.enganabound.2022.01.007openalex-snapshot
Analytical and meshless DQM approaches to free vibration analysis of symmetric FGM porous nanobeams with piezoelectric effect
inferred← citeshttps://doi.org/10.1016/j.enggeo.2011.05.015openalex-snapshot
Effects of longitudinal variability of soil on a continuous spread footing
inferred← citeshttps://doi.org/10.1016/j.engstruct.2014.04.019openalex-snapshot
Foundation and overall structure designs of continuous spread footings along with soil spatial variability and geological anomaly
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.10.001openalex-snapshot
Spatial distribution of Winkler spring stiffness for rectangular mat foundation analysis
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.07.001openalex-snapshot
Stability analysis of oil-conveying pipes on two-parameter foundations with generalized boundary condition by means of Green’s functions
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109452openalex-snapshot
The equivalent modulus of elasticity of layered soil mediums for designing shallow foundations with the Winkler spring hypothesis: A critical review
inferred← citeshttps://doi.org/10.1016/j.engstruct.2026.122647openalex-snapshot
Semi-analytical modeling of Timoshenko piles on variable-stiffness Winkler foundations using the Green’s Functions Differential Transform Element Method
inferred← citeshttps://doi.org/10.1016/j.euromechsol.2021.104295openalex-snapshot
Nonlocal integral static problems of nanobeams resting on an elastic foundation
inferred← citeshttps://doi.org/10.1016/j.euromechsol.2024.105457openalex-snapshot
Closed-form solution of Timoshenko frames on elastic Winkler foundation using the Green’s function stiffness method
inferred← citeshttps://doi.org/10.1016/j.finel.2025.104418openalex-snapshot
A Green’s function driven mesh reduction technique for obtaining closed-form solutions of uniform Euler–Bernoulli beams on two-parameter elastic foundations
inferred← citeshttps://doi.org/10.1016/j.geomorph.2003.09.005openalex-snapshot
On the rate of aeolian sand transport
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2017.06.006openalex-snapshot
Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil
inferred← citeshttps://doi.org/10.1016/j.icheatmasstransfer.2026.112431openalex-snapshot
Thermo-viscoelastic response of a Pasternak-supported nonlocal fractional Zener nanobeam under exponentially decaying thermal shock
inferred← citeshttps://doi.org/10.1016/j.ijadhadh.2008.10.002openalex-snapshot
Three-parameter, elastic foundation model for analysis of adhesively bonded joints
inferred← citeshttps://doi.org/10.1016/j.ijft.2025.101314openalex-snapshot
Fractional dual phase-lag Model for Vibration analysis of a generalized nonlocal thermoelastic microbeam based on a Pasternak foundation
inferred← citeshttps://doi.org/10.1016/j.ijmecsci.2003.09.011openalex-snapshot
Free vibrations of thin periodic plates interacting with an elastic periodic foundation
inferred← citeshttps://doi.org/10.1016/j.ijmecsci.2014.06.014openalex-snapshot
Beams on elastic foundation using modified Betti׳s theorem
inferred← citeshttps://doi.org/10.1016/j.ijmecsci.2014.08.012openalex-snapshot
Buckling of cracked functionally graded plates supported by Pasternak foundation
inferred← citeshttps://doi.org/10.1016/j.ijsolstr.2005.03.033openalex-snapshot
Bending of beams on three-parameter elastic foundation
inferred← citeshttps://doi.org/10.1016/j.ijsolstr.2007.04.023openalex-snapshot
Non-local finite element analysis of damped beams
inferred← citeshttps://doi.org/10.1016/j.ijsolstr.2009.03.024openalex-snapshot
A generalized model of elastic foundation based on long-range interactions: Integral and fractional model
inferred← citeshttps://doi.org/10.1016/j.ijsolstr.2009.12.017openalex-snapshot
A three-parameter elastic foundation model for interface stresses in curved beams externally strengthened by a thin FRP plate
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.105203openalex-snapshot
Vibration response of FG-CNTRC plate resting on non-homogeneous elastic foundation via a closed-form dynamic stiffness formulation
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106230openalex-snapshot
A comprehensive study of elastically constrained beams under compression and tensile forces employing analytical and numerical approaches
inferred← citeshttps://doi.org/10.1016/j.jsv.2015.06.044openalex-snapshot
Influence of the key parameters of suspended structures on the inherent frequency of oil and gas pipelines
inferred← citeshttps://doi.org/10.1016/j.jvolgeores.2014.03.011openalex-snapshot
Saltation threshold for pyroclasts at various bedslopes: Wind tunnel measurements
inferred← citeshttps://doi.org/10.1016/j.measurement.2026.123120openalex-snapshot
Nonlinear analysis of deep excavations using coupled nonlinear earth pressure functions and Pasternak foundation models
inferred← citeshttps://doi.org/10.1016/j.mechrescom.2009.10.004openalex-snapshot
Inelastic analysis of semi-infinite foundation elements
inferred← citeshttps://doi.org/10.1016/j.nanoso.2024.101229openalex-snapshot
Electro-mechanical vibration characteristics of imperfect sandwich FG piezoelectric honeycomb nanoplates resting on Kerr foundation
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.113114openalex-snapshot
Modelling the performance of immersed tunnel via considering variation of subsoil property
inferred← citeshttps://doi.org/10.1016/j.sandf.2019.07.009openalex-snapshot
Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108152openalex-snapshot
A critical review on performance of buried pipeline subjected to pipe bursting and earthquake induced permanent ground deformation
inferred← citeshttps://doi.org/10.1016/j.trgeo.2017.06.002openalex-snapshot
Mechanistic-empirical models for better consideration of subgrade and unbound layers influence on pavement performance
inferred← citeshttps://doi.org/10.1016/j.trgeo.2021.100696openalex-snapshot
Beams on elastic foundations – A review of railway applications and solutions
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101061openalex-snapshot
The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101142openalex-snapshot
Improved analytical solution for forecasting overlying excavation-induced tunnel response
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101309openalex-snapshot
Enhanced theoretical approach for predicting the tunnel response due to deep excavation above
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101504openalex-snapshot
Response of buried pipelines subjected to ground subsidence using a nonlinear Pasternak approach
inferred← citeshttps://doi.org/10.1016/j.tust.2014.10.003openalex-snapshot
Improved analytical model for circumferential behavior of jointed shield tunnels considering the longitudinal differential settlement
inferred← citeshttps://doi.org/10.1016/j.tust.2018.04.025openalex-snapshot
Simplified solution for tunnel-soil-pile interaction in Pasternak’s foundation model
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106873openalex-snapshot
Analytical method for the vertical response of existing shield tunnel induced by above-crossing multiple parallel pipe jacking
inferred← citeshttps://doi.org/10.1016/j.tws.2021.107688openalex-snapshot
Closed-form solutions for forced vibrations of a cracked double-beam system interconnected by a viscoelastic layer resting on Winkler–Pasternak elastic foundation
inferred← citeshttps://doi.org/10.1016/j.tws.2022.108936openalex-snapshot
Review, classification, and extension of classical soil-structure interaction models based on different superstructures and soils
inferred← citeshttps://doi.org/10.1016/s0045-7949(02)00115-3openalex-snapshot
A critical review on idealization and modeling for interaction among soil–foundation–structure system
inferred← citeshttps://doi.org/10.1016/s0169-555x(00)00038-6openalex-snapshot
The distribution of velocity and energy of saltating sand grains in a wind tunnel
inferred← citeshttps://doi.org/10.1016/s0169-555x(00)00041-6openalex-snapshot
Wind tunnel and field calibration of five aeolian sand traps
inferred← citeshttps://doi.org/10.1016/s0263-8231(99)00029-4openalex-snapshot
Buckling of wide struts/plates resting on isotropic foundations
inferred← citeshttps://doi.org/10.1017/s0022112008005491openalex-snapshot
Saltating particles in a turbulent boundary layer: experiment and theory
inferred← citeshttps://doi.org/10.1029/1999jd900169openalex-snapshot
A new model for dust emission by saltation bombardment
inferred← citeshttps://doi.org/10.1029/2007jf000774openalex-snapshot
Vertical variation of particle speed and flux density in aeolian saltation: Measurement and modeling
inferred← citeshttps://doi.org/10.1029/97jd00960openalex-snapshot
Large‐scale variability of wind erosion mass flux rates at Owens Lake: 2. Role of roughness change, particle limitation, change of threshold friction velocity, and the Owen effect
inferred← citeshttps://doi.org/10.1029/97jd00961openalex-snapshot
Large‐scale variability of wind erosion mass flux rates at Owens Lake: 1. Vertical profiles of horizontal mass fluxes of wind‐eroded particles with diameter greater than 50 μm
inferred← citeshttps://doi.org/10.1038/s41598-025-00987-3openalex-snapshot
Response of nonlocal thermoelastic nanobeams supported by Pasternak foundations to the effect of generalized fractional theory with three-phase lags
inferred← citeshttps://doi.org/10.1051/geotech/2004108017openalex-snapshot
Comportement longitudinal en flexion d’une conduite enterrée dans un remblai hétérogène
inferred← citeshttps://doi.org/10.1051/geotech/2007120165openalex-snapshot
Influence du retrait et de la variabilité naturelle des sols argileux sur le comportement des fondations de maisons individuelles
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(1983)109:6(1390)openalex-snapshot
Beam Elements on Two-Parameter Elastic Foundations
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(1985)111:11(1325)openalex-snapshot
Analysis of Plates on a Kerr Foundation Model
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(2000)126:9(928)openalex-snapshot
Stability Analysis of Composite-Plate Foundation Interaction by Mixed FEM
inferred← citeshttps://doi.org/10.1061/(asce)0733-9399(2008)134:9(763)openalex-snapshot
Finite Elements on Generalized Elastic Foundation in Timoshenko Beam Theory
inferred← citeshttps://doi.org/10.1061/(asce)0733-9410(1985)111:11(1334)openalex-snapshot
On the Determination of Foundation Model Parameters
inferred← citeshttps://doi.org/10.1061/(asce)0733-9410(1987)113:8(879)openalex-snapshot
Unified Approach for Beams on Elastic Foundations under Moving Loads
inferred← citeshttps://doi.org/10.1061/(asce)0733-9410(1995)121:2(228)openalex-snapshot
Simplified Approach for Pile and Foundation Interaction Analysis
inferred← citeshttps://doi.org/10.1061/(asce)0733-947x(1995)121:5(434)openalex-snapshot
Dynamic Analysis of Infinite Beam on Modified Vlasov Subgrade
inferred← citeshttps://doi.org/10.1061/(asce)em.1943-7889.0000635openalex-snapshot
Analytical Model for Beams on Elastic Foundations Considering the Coupling of Horizontal and Vertical Displacements
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000168openalex-snapshot
Discussion of “Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Model Development” by John S. Horvath and Regis J. Colasanti
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9342openalex-snapshot
A Theoretical Calculation Method to Predict the Structural Response of an Existing Tunnel to a New Overlying Tunnel Considering Axial Force
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-13875openalex-snapshot
Lateral Inertial Pile–Soil Interaction Using an Analytical Model
inferred← citeshttps://doi.org/10.1063/1.4757662openalex-snapshot
Numerical simulation of turbulent sediment transport, from bed load to saltation
inferred← citeshttps://doi.org/10.1080/03601218108907391openalex-snapshot
Ultimate Behavior of Continuous Footings in Tensionless Contact with a Three-Parameter Soil
inferred← citeshttps://doi.org/10.1080/10298430290029894openalex-snapshot
The General Solution for a Slab Subjected to Centre and Edge Loads and Resting on a Kerr Foundation
inferred← citeshttps://doi.org/10.1080/10298430600798481openalex-snapshot
Concrete pavement analysis: the first eighty years
inferred← citeshttps://doi.org/10.1080/10298436.2017.1293263openalex-snapshot
Cohesive cracked-hinge model for simulation of fracture in one-way slabs on grade
inferred← citeshttps://doi.org/10.1080/15397734.2021.1929314openalex-snapshot
Control of hygrothermal vibration of viscoelastic magnetostrictive laminates resting on Kerr’s foundation
inferred← citeshttps://doi.org/10.1080/15397734.2026.2732248openalex-snapshot
Buckling analysis of nonlocal functionally graded nanobeams resting on Kerr-type elastic foundations via the initial value method and approximate transfer matrix approach
inferred← citeshttps://doi.org/10.1080/17445302.2014.985470openalex-snapshot
Recursive differentiation method: application to the dynamics of beams on two parameter foundations
inferred← citeshttps://doi.org/10.1080/17455030.2020.1802531openalex-snapshot
Studying propagation of wave of metal foam rectangular plates with graded porosities resting on Kerr substrate in thermal environment via analytical method
inferred← citeshttps://doi.org/10.1080/19386362.2017.1354510openalex-snapshot
Advanced computation methods for soil-structure interaction analysis of structures resting on soft soils
inferred← citeshttps://doi.org/10.1080/19386362.2017.1359902openalex-snapshot
Dynamic analyses of a viscoelastic plate on a generalised Pasternak foundation
inferred← citeshttps://doi.org/10.1080/19386362.2018.1450700openalex-snapshot
Flexural response of beams on viscoelastic foundations with predictions beyond the loading area
inferred← citeshttps://doi.org/10.1080/19648189.2013.822426openalex-snapshot
Non-linear analysis of the behaviour of buried structures in random media
inferred← citeshttps://doi.org/10.1080/19648189.2016.1153525openalex-snapshot
Modelling of soil–structure interaction behaviour: geometric nonlinearity of buried structures combined to spatial variability of soil
inferred← citeshttps://doi.org/10.1088/0964-1726/17/5/055020openalex-snapshot
Enhanced interface stress analysis of piezoelectric smart beams
inferred← citeshttps://doi.org/10.1088/1361-6544/adf0dcopenalex-snapshot
Lyapunov–Schmidt bifurcation analysis of a supported compressible elastic beam
inferred← citeshttps://doi.org/10.1088/1361-665x/ae7780openalex-snapshot
Vibration analysis of piezoelectric sandwich plates with fluidsaturated FG porous cores and arbitrarily inclined stiffeners supported by Winkler/Pasternak/Kerr foundations
inferred← citeshttps://doi.org/10.1088/2631-8695/adcff2openalex-snapshot
Vibration analysis of a generalized thermoelastic microbeam based on a Pasternak foundation with dual phase-lag model
inferred← citeshttps://doi.org/10.1093/jcde/qwaf103openalex-snapshot
Simplified calculation method for the structure deformation response of the existing shield tunnel under surcharge
inferred← citeshttps://doi.org/10.1108/mmms-11-2018-0200openalex-snapshot
Thermoviscoelastic response of an axially loaded beam under laser excitation and resting on Winkler’s foundation
inferred← citeshttps://doi.org/10.1109/icfda.2014.6967375openalex-snapshot
Mechanical response of Bernoulli Euler beams on fractional order elastic foundation
inferred← citeshttps://doi.org/10.1111/j.1365-3091.1994.tb01451.xopenalex-snapshot
On the prediction of bed‐load sand transport rate in air
inferred← citeshttps://doi.org/10.1111/j.1365-3091.1995.tb01270.xopenalex-snapshot
Experimental verification of aeolian saltation and lee side deposition models
inferred← citeshttps://doi.org/10.1115/1.4005549openalex-snapshot
Variational Approach to Beams Resting on Two-Parameter Tensionless Elastic Foundations
inferred← citeshttps://doi.org/10.1115/1.4023032openalex-snapshot
Refined Modeling and Free Vibration of Inextensional Beams on the Elastic Foundation
inferred← citeshttps://doi.org/10.1115/1.4031993openalex-snapshot
Efficient Steady-State Computation for Wear of Multimaterial Composites
inferred← citeshttps://doi.org/10.1134/s1029959922020047openalex-snapshot
Buckling Behavior of SWCNTs and MWCNTs Resting on Elastic Foundations Using an Optimization Technique
inferred← citeshttps://doi.org/10.1134/s1029959922040087openalex-snapshot
A Study of Longitudinal Magnetic Field Effect on Critical Buckling Loads of SWCNT Embedded in Kerr Medium Using Nonlocal Euler–Bernoulli Theory
inferred← citeshttps://doi.org/10.1140/epjp/s13360-021-01581-yopenalex-snapshot
Frequency control of cross-ply magnetostrictive viscoelastic plates resting on Kerr-type elastic medium
inferred← citeshttps://doi.org/10.1144/gsl.sp.1993.072.01.02openalex-snapshot
Sand transport by wind: a review of the current conceptual model
inferred← citeshttps://doi.org/10.1155/2012/919512openalex-snapshot
Dynamic Response of a Beam Subjected to Moving Load and Moving Mass Supported by Pasternak Foundation
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