Enhancing the ability of the square footing to resist positive and negative eccentric-inclined loading using an inclined skirt
Laboratory model tests were performed to investigate the behavior of shallow and inclined skirted foundations placed on sandy soil with R.D%=30 and the extent of the impact of the positive and negative eccentric-inclined loading effect on them. To achieve the experimental tests it was used a box of...
Tallennettuna:
| Päätekijät: | , |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
EDP Sciences
2023-01-01
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| Sarja: | E3S Web of Conferences |
| Aiheet: | |
| Linkit: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/64/e3sconf_icgee2023_01020.pdf |
| Tagit: |
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