Vertical kinematic response of an end-bearing pipe pile in fractional viscoelastic unsaturated soil under vertically-incident P-waves

DOI10.1016/J.APM.2023.04.022zbMath1525.74143MaRDI QIDQ6072726

Hong Bo Liu, Zhongwei Li, Rui-Ling Zhang, Guoliang Dai, Feng-xi Zhou

Publication date: 13 October 2023

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

zbMATH Keywords

unsaturated soilP-wavefractional viscoelastic modelpipe pilevertical kinematic response

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Fractional partial differential equations (35R11)

Cites Work

• Unnamed Item
• Fractional differential equations. An introduction to fractional derivatives, fractional differential equations, to methods of their solution and some of their applications
• 3-D time-dependent analysis of multilayered cross-anisotropic saturated soils based on the fractional viscoelastic model
• Fractional derivative modeling for axisymmetric consolidation of multilayered cross-anisotropic viscoelastic porous media
• Rigorous solution for kinematic response of floating piles subjected to vertical P-wave
• Time-dependent performance of ribbed plates on multi-layered fractional viscoelastic cross-anisotropic saturated soils

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