Numerical Exploration and Optimisation on Pullout Capacity Behaviour for Under-Reamed Piles in Dry and Partially Saturated Sand
The pullout capacity behaviour of straight and underreamed piles in two soil layers was investigated in the current work using Plaxis 3D 2020. The layered soil includes one layer of homogeneous sand, dense sand topped with stiff clay, and stiff clay topped with dense sand. The piles were selected p...
Tallennettuna:
| Päätekijät: | , , |
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| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
Tikrit University
2026-04-01
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| Sarja: | Tikrit Journal of Engineering Sciences |
| Aiheet: | |
| Linkit: | https://em.tj-es.com/ojs/index.php/tjes/article/view/1444 |
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