Vertical amplitude reduction of Rayleigh waves by a row of piles in a poroelastic half-space

DOI10.1002/NAG.789zbMath1273.74153OpenAlexW1972846470MaRDI QIDQ2854687

Jun Wang, Guang-Ya Ding, Yuan-Qiang Cai, Chang-Jie Xu

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.789

zbMATH Keywords

Rayleigh wavebarrierporoelastic soilrow of pilesvertical amplitude reduction

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Surface waves in solid mechanics (74J15) Soil and rock mechanics (74L10)

Related Items (1)

Longitudinal seismic response of a pipe pile embedded in saturated thermoelastic ground subjected to Rayleigh waves

Cites Work

• Reflection of acoustic waves at a water–sediment interface
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