Performances of Shield-Driven Tunnels Subjected to Excavation of a Large-Scale Basement in Soft Soils-Reference-Cited by-同舟云学术

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Performances of Shield-Driven Tunnels Subjected to Excavation of a Large-Scale Basement in Soft Soils

Published:2024-03 Issue:3 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Chaozhe¹,Liang Rongzhu²,Wu Jin¹,Li Zhongchao³,Ding Zhi⁴,Wu Wenbing⁵

Affiliation:

1. Ph.D. Candidate, College of Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China.

2. Associate Professor, College of Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China (corresponding author).

3. Wuhan Municipal Construction Group Co., Ltd., Wuhan, Hubei 430023, China.

4. Professor, Dept. of Civil Engineering, Zhejiang Univ. City College, Hangzhou, Zhejiang 310015, China.

5. Professor, College of Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8228

Reference24 articles.

1. Protective effect of partition excavations of a large-deep foundation pit on adjacent tunnels in soft soils: a case study

2. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation

3. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils

4. Shield tunnel uplift and deformation characterisation: A case study from Zhengzhou metro

5. Centrifuge modelling of deep excavation over existing tunnels

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