Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
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Publication:1870647
DOI10.1016/S0020-7683(02)00497-3zbMath1032.74585OpenAlexW2099756958MaRDI QIDQ1870647
Publication date: 14 May 2003
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0020-7683(02)00497-3
Lagrange multipliercyclic loadingelement-free Galerkin methodperiodic boundarymoving least-square approximantsPore water pressure
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