Buckling of fully embedded single piles by using the modified Vlasov foundation model

DOI10.1142/S0219455417500079MaRDI QIDQ6492814

Ming Huang, Qijian Liu, Tao Deng

Publication date: 26 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

variational principlebucklingpilemodified Vlasov foundationsoil-pile system

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Soil and rock mechanics (74L10)

Cites Work

• Free vibration of semi-rigid connected Reddy-Bickford piles embedded in elastic soil
• The stability of uniform-friction piles in homogeneous and non-homogeneous elastic foundations
• Free vibration of piles embedded in soil having different modulus of subgrade reaction
• Free Vibration Analysis of Functionally Graded Beams Resting on Elastic Foundation in Thermal Environment
• Assessment on pile effective lengths and their effects on design—I. Assessment
• A General Solution for the Bending of Beams on an Elastic Foundation of Arbitrary Continuity

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