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...

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Detaylı Bibliyografya
Asıl Yazarlar: Yang Li, Zhanguo Ma, Furong Gao, Peng Gong, Zhiqun Gong, Kelong Li
Materyal Türü: Makale
Dil:English
Baskı/Yayın Bilgisi: MDPI AG 2024-03-01
Seri Bilgileri:Applied Sciences
Konular:
Online Erişim:https://www.mdpi.com/2076-3417/14/7/2914