Lateral deformation and buckling analysis of piles including shear effects: Numerical analysis-Reference-Cited by-同舟云学术

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Lateral deformation and buckling analysis of piles including shear effects: Numerical analysis

Published:2023-02 Issue: Volume:277 Page:115416
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Fernández-Escobar Camilo J.^ORCID,Vega-Posada Carlos A.^ORCID,Garcia-Aristizábal Edwin F.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Non-dimensional solutions for laterally-loaded piles with soil modulus assumed proportional to depth;Reese,1956

2. Generalized solutions for laterally loaded piles;Matlock;J Soil Mech Found Div,1960

3. Lateral resistance of piles in cohesive soils;Broms;J Soil Mech Found Div,1964

4. Lateral load capacity of piles;Davisson;Highw Res Rec,1970

5. Behavior of laterally loaded piles: I-single piles;Poulos;J Soil Mech Found Div,1971

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Buckling Instability of Monopiles in Liquefied Soil via Structural Reliability Assessment Framework;Infrastructures;2024-07-26

2. Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories;Soils and Foundations;2024-06

3. Simplified mechanical calculation model for an entire jack-up platform system;Ocean Engineering;2024-03

4. Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study;2024-02-23

5. 3D analytical modeling of moving‐loading induced pile‐group behavior in stratified cross‐anisotropic poroelastic water‐saturated soils based on two stage theory;International Journal for Numerical and Analytical Methods in Geomechanics;2024-02-12

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