2D Plane Strain Consolidation Process of Unsaturated Soil with Vertical Impeded Drainage Boundaries
The consolidation process of soil stratum is a common issue in geotechnical engineering. In this paper, the two-dimensional (2D) plane strain consolidation process of unsaturated soil was studied by incorporating vertical impeded drainage boundaries. The eigenfunction expansion and Laplace transform...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2018-12-01
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| Series: | Processes |
| Subjects: | |
| Online Access: | http://www.mdpi.com/2227-9717/7/1/5 |