Transient dynamic response of pile to vertical load in saturated soil

DOI10.1016/j.mechrescom.2009.01.004zbMath1258.74151OpenAlexW1992726034MaRDI QIDQ1939926

Xiang-Lian Zhou, Bin Xu, Ling-Fa Jiang, Jian-Hua Wang

Publication date: 5 March 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mechrescom.2009.01.004

zbMATH Keywords

Fredholm integral equationtransient loadingpilesaturated half-space

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (1)

Weak formulation of Biot's equations in cylindrical coordinates with harmonic expansion in the circumferential direction

Cites Work

• Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod
• Mechanics of Deformation and Acoustic Propagation in Porous Media
• Dynamic response of rigid strip-foundations by a time-domain boundary element method
• A comparative study on three boundary element method approaches to problems in elastodynamics

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