A Reassessment of Barron’s Classic Sand-Drain Theory Using a Coupled Hydraulic-Mechanical FEM Analysis
In this paper, the findings presented by Barron (1948) have been corroborated by way of a hydraulic-mechanical coupled finite element analysis. Specifically, the FEM analysis was conducted using a poroelasticity approach in combination with a transient formulation that incorporates Darcy’s law. This...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-12-01
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| Series: | Geotechnics |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2673-7094/4/4/66 |
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