Numerical modeling of a reinforced soil segmental retaining wall designed using the K-stiffness method
A finite difference numerical model is established for a reinforced segmental retaining wall (SRW) designed using the K-stiffness method. The hyperbolic interface model is used to actually simulate the block-leveling pad and leveling pad-foundation interface. The behaviors of the field wall under wo...
Kaydedildi:
| Yazar: | |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-06-01
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| Seri Bilgileri: | Yantu gongcheng xuebao |
| Konular: | |
| Online Erişim: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201706005 |
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