Uplift Capacity of Granular Pile Anchors in Clay Using Finite Element Limit Analysis
The granular pile anchor (GPA) is a relatively new and uncomplicated ground improvement technique that can support tensile loads effectively. In this study, the uplift capacity of GPAs embedded in clay was assessed using finite element limit analysis (FELA) with an adaptive mesh. The analysis consid...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2025-02-01
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| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_221971_d9df6e09fefb833c1e31d28b80e5d90c.pdf |
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