Stability of a Deep Foundation Pit with Hard Surrounding Rocks under Different in-Time Transverse Supporting Conditions
This paper focuses on investigating the stability of a deep foundation pit with hard surrounding rocks at different excavation stages with different supporting schemes by means of numerical calculations. The supporting schemes in question were combinations of one fixed vertical support and four vari...
Asıl Yazarlar: | , , , , , |
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Materyal Türü: | Makale |
Dil: | English |
Baskı/Yayın Bilgisi: |
MDPI AG
2024-03-01
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Seri Bilgileri: | Applied Sciences |
Konular: | |
Online Erişim: | https://www.mdpi.com/2076-3417/14/7/2914 |