Dynamic response analysis of two-dimensional saturated frozen soil foundation under a moving load

DOI10.3103/S0025654423601398zbMATH Open1546.74053MaRDI QIDQ6544297

Huai-yuan Chen, Qiang Ma

Publication date: 27 May 2024

Published in: Mechanics of Solids (Search for Journal in Brave)

zbMATH Keywords

fast Fourier transform methodporositycementation parametercontact parameterHelmholtz vector decomposition principleload frequency

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Thermal effects in solid mechanics (74F05) Soil and rock mechanics (74L10) Glaciology (86A40)

Cites Work

• 3D dynamic analysis of layered transversely isotropic saturated media subjected to circular moving loads
• A half-space saturated poro-elastic medium subjected to a moving point load
• The stress produced by a pulse of pressure moving along the surface of a semi-infinite solid
• Wave simulation in frozen porous media

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