Transient Analysis of Multilayered Poroelastic Flexible Pavements
Author:
Affiliation:
1. Research Civil Engineer, US Army Engineer Research and Development Center, Vicksburg, MS.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485538.007
Reference8 articles.
1. A method of computing the consolidation behaviour of layered soils using direct numerical inversion of Laplace transforms
2. Note on axisymmetric consolidation of multi-layered poroelastic soils with compressible constituents;Liang F.;Marine Georesources & Geotechnology,2017
3. Viscoelastic Plate on Poroelastic Foundation
4. DISPLACEMENT FUNCTIONS AND LINEAR TRANSFORMS APPLIED TO DIFFUSION THROUGH POROUS ELASTIC MEDIA
5. Numerical development and testing of an accurate and efficient layered elastic computer program;Stache J. M.;International Journal of Pavement Engineering,2022
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