Model Test on Bearing Capacity of Gravity Anchor Foundation Considering Rock Socketed Effect
The calculation of the bearing capacity of traditional gravity anchor foundation instructed by Code for Design of Ground Base and Foundation of Highway Bridges and Culverts (JTG D63—2007) only considers the friction effects of the basement and neglects the rock socketed effect of bottom plate, which...
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| Autori principali: | , , , , , |
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| Natura: | Artigo |
| Lingua: | Chinês |
| Pubblicazione: |
Editorial Office of Journal of China & Foreign Highway
2025-02-01
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| Serie: | Zhongwai Gonglu |
| Soggetti: | |
| Accesso online: | https://zwgl.csust.edu.cn/zwgl/article/html/202501023?st=article_issue |
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