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Formulas for an Infinitely Long Bernoulli-Euler Beam on the Pasternak Model
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Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/978-94-017-1112-8_4openalex-snapshot
Beams on Elastic Foundation
inferredcites →https://doi.org/10.1016/0016-0032(74)90324-xopenalex-snapshot
Beams on elastic foundation
inferredcites →https://doi.org/10.1016/0020-7403(77)90084-4openalex-snapshot
The Vlasov foundation model
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1983)109:6(1390)openalex-snapshot
Beam Elements on Two-Parameter Elastic Foundations
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1985)111:5(664)openalex-snapshot
Beam on Generalized Two‐Parameter Foundation
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1988)114:12(2072)openalex-snapshot
Parametric Study of Beams on Elastic Foundations
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1991)117:4(789)openalex-snapshot
Analysis of Circular Tank Foundations
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1992)118:2(280)openalex-snapshot
Timoshenko Beam Element Resting on Two‐Parameter Elastic Foundation
inferredcites →https://doi.org/10.1061/jmcea3.0001356openalex-snapshot
Elastic Foundation Representation of Continuum
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
inferredcites →https://doi.org/10.3130/aijs.65.101_1openalex-snapshot
AXISYMMETRIC STATIC ANALYISIS OF SUREFACE DISPLACEMENTS OF A THREE-DIMENSIONAL ELASTIC LAYER ON A FIGID BASE USING PASTERNAK MODEL
inferredcites →https://doi.org/10.3130/aijs.65.85openalex-snapshot
TWO-DIMENSIONAL ANALYSIS OF GROUND SURFACE DISPLACEMENTS USING PASTERNAK MODEL
inferredcites →https://doi.org/10.3208/sandf1972.34.77openalex-snapshot
Probability-Based Prediction of Differential Settlements of Structures Using Timoshenko Beam on Pasternak Model
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Internal force calculation and stability analysis of the slope reinforced by pre-stressed anchor cables and frame beams
inferred← citeshttps://doi.org/10.1142/s0219455424501451openalex-snapshot
Dynamic Response of Infinite Beam Resting on a Fractional Pasternak Viscoelastic Foundation Subjected to Moving Load
inferred← citeshttps://doi.org/10.1142/s0219455426501580openalex-snapshot
Lateral Deformation Calculation of Bridge Pile Foundation Subjected to Horizontal Dynamic Load
inferred← citeshttps://doi.org/10.1155/2019/3954390openalex-snapshot
Analysis of Longitudinal Mechanical Properties of Buried Suspended Pipeline Resisting Collapse
inferred← citeshttps://doi.org/10.1155/2019/6186748openalex-snapshot
Vertical Load and Settlement at the Foot of Steel Rib with the Support of Feet‐Lock Pipe in Soft Ground Tunnel
inferred← citeshttps://doi.org/10.1155/2021/5519035openalex-snapshot
Longitudinal Deformation Model and Parameter Analysis of Canal Lining under Nonuniform Frost Heave
inferred← citeshttps://doi.org/10.1155/2021/8587602openalex-snapshot
Pasternak Model‐Based Tunnel Segment Uplift Model of Subway Shield Tunnel during Construction
inferred← citeshttps://doi.org/10.1155/2022/2473721openalex-snapshot
Simplified Calculation Method for Overlying Pipeline Deformation Induced by Tunnel Construction in Soil Based on the Energy Principle
inferred← citeshttps://doi.org/10.1155/2023/3195453openalex-snapshot
Analysis of Shear Stagger Deformation of Existing Shield Tunnel below Induced by Quasirectangular Shield Tunneling
inferred← citeshttps://doi.org/10.1155/2023/8897139openalex-snapshot
Measurement and Analysis of Deformation of Underlying Tunnel Induced by Foundation Pit Excavation
inferred← citeshttps://doi.org/10.1155/2024/6914049openalex-snapshot
Theoretical Solutions for Forecasting the Response of the Existing Pipeline Induce by Tunneling underneath
inferred← citeshttps://doi.org/10.1155/adce/2473848openalex-snapshot
Study on Impact of Foundation Pit Construction on Surrounding Tunnels Considering Its Shear Effect
inferred← citeshttps://doi.org/10.1177/03611981221145125openalex-snapshot
Effects of Pavement Characteristics on Rolling Resistance of Heavy Vehicles: A Literature Review
inferred← citeshttps://doi.org/10.1177/03611981241289415openalex-snapshot
Analysis of the Impact of Foundation Pit Construction on the Deformation of Underlying Metro Tunnels
inferred← citeshttps://doi.org/10.1177/87552930221143144openalex-snapshot
Response and failure mechanism of utility tunnel with flexible joints under reverse fault: An experimental, numerical, and analytical investigation
inferred← citeshttps://doi.org/10.1179/1938636213z.00000000055openalex-snapshot
Development of a calibrated Pasternak foundation model for practical use
inferred← citeshttps://doi.org/10.1371/journal.pone.0301428openalex-snapshot
Investigating the influence of excavating a tunnel undercrossing an existing tunnel at zero distance
inferred← citeshttps://doi.org/10.1680/jgeen.19.00251openalex-snapshot
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation
inferred← citeshttps://doi.org/10.2139/ssrn.5270505openalex-snapshot
An Enhanced Longitudinal Model for Analyzing the Shield Tunnel Performance with Bending-Shear Stiffness Variation
inferred← citeshttps://doi.org/10.2139/ssrn.5719336openalex-snapshot
Dynamic response analysis for single sectional discontinuity in a finite in-service tunnel with vulnerable parts under arbitrary dynamic loads
inferred← citeshttps://doi.org/10.2139/ssrn.5776863openalex-snapshot
Dynamic response analysis for single sectional discontinuity in a finite in-service tunnel with vulnerable parts under arbitrary dynamic loads
inferred← citeshttps://doi.org/10.2139/ssrn.7350549openalex-snapshot
A Parameterized Physics-Informed Neural Networks Embedded Bayesian Framework for Longitudinal Performance Analysis of Shield Tunnels
inferred← citeshttps://doi.org/10.26599/rsm.2024.9435597openalex-snapshot
Analysis of deformation and force behavior of pile in double-parameter layered foundation subjected to combined horizontal dynamic load and torsional vibration
inferred← citeshttps://doi.org/10.3389/feart.2022.1114987openalex-snapshot
Theoretical study on longitudinal deformation of adjacent tunnel subjected to pre-dewatering based on Pasternak-Timoshenko beam model
inferred← citeshttps://doi.org/10.3390/app11073255openalex-snapshot
A Simplified Analysis Method for the Deformation Response of an Existing Tunnel to Ground Surcharge Based on the Pasternak Model
inferred← citeshttps://doi.org/10.3390/app12010500openalex-snapshot
Spatiotemporal Deformation of Existing Pipeline Due to New Shield Tunnelling Parallel Beneath Considering Construction Process
inferred← citeshttps://doi.org/10.3390/app12094656openalex-snapshot
Analytical Prediction of Strip Foundation Building Response to Shallow Tunneling Considering the Tunneling Process
inferred← citeshttps://doi.org/10.3390/app13020948openalex-snapshot
Study on the Disturbance of Existing Subway Tunnels by Foundation Sloping Excavation
inferred← citeshttps://doi.org/10.3390/app142210435openalex-snapshot
Application and Effect Evaluation of Elastic Foundation Beam Method in Deformation Analysis of Underground Passage Underneath Excavated Tunnel
inferred← citeshttps://doi.org/10.3390/buildings13081919openalex-snapshot
A Simplified Analytical Method for the Deformation of Pile Foundations Induced by Adjacent Excavation in Soft Clay
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/buildings15091504openalex-snapshot
Study on the Influence Factors of Surrounding Tunnel Longitudinal Deformation Caused by Pit Excavation Based on Nonlinear Pasternak Modeling
inferred← citeshttps://doi.org/10.3390/en14030579openalex-snapshot
Analytical Models of Axially Loaded Blind Rivets Used with Sandwich Beams
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/su15139949openalex-snapshot
Analysis of the Buried Pipeline Response Induced by Twin Tunneling Using the Generalized Hermite Spectral Method
inferred← citeshttps://doi.org/10.3390/su151813619openalex-snapshot
Lateral Deformation Response of an Adjacent Passive Pile under the Combined Action of Surcharge Loading and Foundation Excavation
inferred← citeshttps://doi.org/10.3390/su16062295openalex-snapshot
Theoretical Study on Diaphragm Wall and Surface Deformation Due to Foundation Excavation Based on Three-Parameter Kerr Model
inferred← citeshttps://doi.org/10.3390/sym13122396openalex-snapshot
Analysis of Asymmetrical Deformation of Surface and Oblique Pipeline Caused by Shield Tunneling along Curved Section
inferred← citeshttps://doi.org/10.3390/sym14071462openalex-snapshot
Settlement of an Existing Tunnel Induced by Crossing Shield Tunneling Involving Residual Jacking Force
inferred← citeshttps://doi.org/10.3390/sym16111511openalex-snapshot
A Variational Approach to Analyze the Settlement of Existing Tunnels Caused by Ground Surcharge
inferred← citeshttps://doi.org/10.5020/23180730.2020.10683openalex-snapshot
Uma introdução aos procedimentos numéricos do método diferenças finitas: um estudo do comportamento de vigas de fundação na engenharia civil
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