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Study on the Fracture of a Shield Segment in a Fully Excavated Hard Rock Section under the Influence of Construction Loads

In this paper, the initiation of the fracture of a segment caused by the pressure of the jack and other factors during shield construction is discussed. Based on the Rots model in the finite element software Diana 10.4, the fracture width is solved. Combined with in situ measurements, the mechanisms...

Täydet tiedot

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Bibliografiset tiedot
Päätekijät: Cheng Zhu, Bin Zheng, Guoping Ren, Tugen Feng, Xiaochun Zhong, Siyuan Huang
Aineistotyyppi: Artigo
Kieli:Inglês
Julkaistu: MDPI AG 2024-05-01
Sarja:Applied Sciences
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Linkit:https://www.mdpi.com/2076-3417/14/10/4102
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