Axisymmetric Consolidation of a Poroelastic Soil Layer with Impermeable Surface
-
Published:2024-09-01
Issue:
Volume:
Page:
-
ISSN:0025-6544
-
Container-title:Mechanics of Solids
-
language:en
-
Short-container-title:Mech. Solids
Publisher
Pleiades Publishing Ltd
Reference36 articles.
1. M. A. Biot, “General theory of three-dimensional consolidation,” J. Appl. Phys. 12 (2), 155–164 (1941). https://doi.org/10.1063/1.1712886
2. M. A. Biot, “General solutions of the equations of elasticity and consolidation for a porous material,” J. Appl. Mech. 23 (1), 91–96 (1956). https://doi.org/10.1115/1.4011213
3. J. O. H. N. McNamee and R. E. Gibson, “Displacement functions and linear transforms applied to diffusion through porous elastic media,” Q. J. Mech. Appl. Math. 13 (1), 98–111 (1960). https://doi.org/10.1093/qjmam/13.1.98
4. J. O. H. N. McNamee and R. E. Gibson, “Plane strain and axially symmetric problems of the consolidation of a semi-infinite clay stratum,” Q. J. Mech. Appl. Math. 13 (2), 210–227 (1960). https://doi.org/10.1093/qjmam/13.2.210
5. R. E. Gibson, R. L. Schiffman, S. L. Pu, et al., “Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base,” Q. J. Mech. Appl. Math. 23 (4), 505–520 (1970). https://doi.org/10.1093/qjmam/23.4.505