Time Effects on Settlement of Rigid Pile Composite Foundation: Simplified Models

DOI10.1142/S0219876218500664zbMath1404.74111OpenAlexW2786196924MaRDI QIDQ4962569

Guoxiong Mei, Pengpeng Ni, Mei-Juan Xu, Yanlin Zhao

Publication date: 5 November 2018

Published in: International Journal of Computational Methods (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219876218500664

zbMATH Keywords

consolidationtime effectssettlementsoil-pile interactionflexibility methodpile composite foundation

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Global Riemannian geometry, including pinching (53C20)

Cites Work

• Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method
• Elementary Differential Geometry

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