Experimental study on lateral pile-soil pressure on passive part of pile groups in innovative sheet-pile wharf
The pile group of vertical cast-in-place piles with relief platform has been successfully introduced into innovative sheet-pile wharfs to withhold lateral load due to horizontal soil movement along with its front wall. The work mechanism of the piles is similar to that of stabilizing piles, but thei...
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| Auteur principal: | |
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| Format: | Artigo |
| Langue: | Inglês |
| Publié: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-03-01
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| Collection: | Yantu gongcheng xuebao |
| Sujets: | |
| Accès en ligne: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201803014 |
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