Stability analysis of tunnel face considering the shape of excavation and reinforcement measures-Reference-Cited by-同舟云学术

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Stability analysis of tunnel face considering the shape of excavation and reinforcement measures

Published:2024-08-14 Issue: Volume: Page:1-19
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Jiang Yin¹,Tong Yueping¹,Ouyang Aohui²,Ye Fei¹,Liu Chang³,Han Xingbo¹,Peng Wenbo⁴

Affiliation:

1. School of Highway, Chang’an University, Xi’an, China

2. Civil, Structural & Environmental Engineering, University College Cork, Cork, Ireland

3. School of Civil Engineering, Southwest Jiaotong University, Chengdu, China

4. CCCC Second Highway Consultants Co., Ltd, Wuhan, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2024.2386564

Reference29 articles.

1. Numerical modelling of tunnel face stability in homogeneous and layered soft ground

2. Face stability conditions with earth-pressure-balanced shields

3. Anagnostou G. & Serafeimidis K. (2007). The dimensioning of tunnel face reinforcement. Underground Space–the 4th Dimension of Metropolises. ITA World Tunnel Congress Prague 291–296.

4. The stability of a tunnel face with a free span and a non-uniform support

5. Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils

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