An unconditionally stable and high-accuracy finite element scheme for dynamic analysis of saturated poroelastic media

Title
An unconditionally stable and high-accuracy finite element scheme for dynamic analysis of saturated poroelastic media
Authors
Keywords
Poroelasticity, Precise time step integration, Dynamic analysis, Newmark, Finite element method
Journal
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 136, Issue -, Pages 106226
Publisher
Elsevier BV
Online
2020-06-09
DOI
10.1016/j.soildyn.2020.106226

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