 | | Mechanics of Solids
A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
Online ISSN 1934-7936 |
Archive of Issues
| Total articles in the database: | | 12804 |
| In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8044
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| In English (Mech. Solids): | | 4760 |
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| S. Attri and S. Rani, "Axisymmetric Consolidation of a Poroelastic Soil Layer with Impermeable Surface," Mech. Solids. 59 (3), 1376-1390 (2024) |
| Year |
2024 |
Volume |
59 |
Number |
3 |
Pages |
1376-1390 |
| DOI |
10.1134/S0025654424602623 |
| Title |
Axisymmetric Consolidation of a Poroelastic Soil Layer with Impermeable Surface |
| Author(s) |
S. Attri (Department of Mathematics, Guru Jambheshwar University of Science and Technology, Hisar, 125001 India)
S. Rani (Department of Mathematics, Guru Jambheshwar University of Science and Technology, Hisar, 125001 India, sunit.moni@gjust.org) |
| Abstract |
This paper examines the axisymmetric consolidation of a poroelastic soil layer subjected to
normal disc loading at the ground surface. The layer rests on a smooth-rigid impermeable base and the
surface of the layer are assumed to be impermeable. The solid and fluid phases are assumed to be compressible. The solution for the displacements, pore-pressure and stresses is obtained by utilizing
Laplace–Hankel transform methods. These solutions with the combination of boundary conditions
provide the expressions of pore-pressure, displacements and stresses in transform domain. After the
inversion of Laplace–Hankel transform the solutions can be obtained in the physical domain. The distribution of pore pressure in the layer and the vertical displacement of the soil layer is calculated
numerically. The numerical results examined in the paper describe the effect of Biot Willis coefficient,
drained/undrained Poisson’s ratio on the distribution of pore pressure and surface settlement with
time. It is observed that compressibility of the solid components decreases the magnitude of pore pressure. Also, the magnitude of pore pressure increases as depth increases. |
| Keywords |
axisymmetric, consolidation, poroelastic, impermeable, normal loading |
| Received |
03 February 2024 | Revised |
21 May 2024 | Accepted |
22 May 2024 |
| Link to Fulltext |
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